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1979-03-03 Min - Board
f r � r tfi 0 Fa bd C) � � �i rt 4 (n � rt rt n m � rt � rt U1 FJ- rn � � trJ � rt n hd U� � � U) 0 � n trJ � �d 1-3 � 0 K 0) 0 Ai FJ- 0 ::r0 rt Fl O O 0 m O :' m :'' H (D '� 0 X � 0 h G �d W (D H O F� (D U� PJ N 0 (D (D PJ (D n ::5 � 0 U) � (D rt � > 0 (D rt (D m (D rt Fd � (D z ° � NFi-FJ• MN U? rt Fj- Ct m m rt H tt n 0 to Ul rt w (D tr1 to (n (D ti 0 H (D P) 0 H Un U) t� rt (D En P) cn � ti ':I En (D n �' (D O 0 ti � � (D O O rt 0 id (D � h (D p. F,• K ti A) Cl H a P- N- m En a rr m K o � m ct r- � rt F-J a w N F-J U� ::5r� n rt H En P) N N- F3 Fo Fa. rn O O m K rr (D 0 FJ• � (D � FJ• h � trJ Ai H U1 F i• 0 � Fj• rt rt (D � t3l Fj rt 1-3 � n ::4 rt F�J h tri PU � h rt t--h F-' (D rt to rt h n (D P � • (D � � �' O � � (D K PJ 11 F-J t-► • I'd tTj Pi ti (D 0 N- FJ m t� �C m (D n P o P 0 rt, (D 0 � rt- m m I-C (D m � m I = m Pi �7 (n rn t-t a U) FJ 0- 0 (D In n FJ- :4 n rt 8 ::; N• ::� n e4 rt N- W to (D z � 0 0 rt H H 0 x w F 3 •• n N• � cn F-J "I rt (D rt n n A) Fj_ n :4 4 Fj- rt (D rt, (D rt- O rt :� 5 O O to r_b rt FJ• 11 Ai o to to f-d P) cn (D FJ- rt 0 o rt F-' h Pi 5 0 h O o :n' A) tm FJ- SL FJ- L� (D Fd O C� (D � �' L=J �J (D rt LQ O � 0 ti �d U1 rt tt FJ-LQ '� (D ri- Fl U) n rt (D � rt (n � ti in (D rt tj FJ• F-' ul LQ � �' (D �d C� to a (D K 0 n Hi O O s✓ (D t:r (n Ft, O (D 5 rt O G1 4 IZ a (n H, � 0 rt H FJ• n H �i En (D N- F_.,- F� (D ;d rt Fi � Fv (D 0 fi rt rt rt (n P) ::� Fj_ z :3, r �l rt n FJ- U) (D Un Ul P) r-L (D rt � rt •• tij � n x n P) Fv FO Fv Fj- H rt Fv FJ- Fj 0 (D �3' m rt :3' f:� :3A Ul m m n (D P- (D > 0 0 t✓ rt m Fl 0 cn U1 Z rt (D FJ• rt Fl rt PL) /rt- /r'�t (n O " rt H � � P. to �f (D rfi � (D el I _ � txj K (n t i � 1" O rt. 10 (D H � tij t3j 1-3 n LQ nom \. on � O �• � z" rt(Dm1- O � OPict � `� n0 rnm �' o (D .. o rt (D O 5 n �"' N Sv U) � (D rV F-' U2 r� (D (D V � 0 O (D � �' 0 ti rt t-t1 N F-' (D � U) � (D (D (D 0 •• U1 En (D (D P t pi QQ F." Pi (D tj (D (D t-h (D tQ ti (D 10i '�j �y 0 rt" (D � Fo 0 (D a 0 rt F-•J rt rt UZ FJ- ti t-I cn to x A) n '-,5 m tt 5 '4 �f n P_ Fj (D (D �O (D Fa e4 to X (D �34 v F-j ::r rt Fa ::1 F-'• U) (D -Ca rt L O P) ti 0 ti 0 rt n 0 N• Ul �' a 0 P) � A) (D K O -• Fi (D O Fo FC$ P) 0 m m O rt � F-J FJ- (D rt' <4 rt P � el t' FJ m F-' r't- (D r - � P) 0 F-A LQ n U1 0 (D h O FZ H P) h r_ ::rtl 1-0P t-h Fy (D 0 LQ ::J a 0 n Fj- In (D (D t-' I= 0 n ::r to FJ• rt F✓ H 0 O t-h rt � rt w ti LQ LQ P) FJ• • (D F-J- Fa- F-' h P) (D ::)� ::� >✓ �l U) 0 rt K LQ 0 rt (D 0 �34 F-' Fi (D 0 A) �Y N- rt (D :D' Fl rt- ti �l Na U) N rt t•i rt t:r LQ FJ (D (D I--'• U) Fl r~ F J- Fi rr F-' 0) 9) � rr (D (D Pi � (D P) z (D r-t Un N- (D O FJ- M (D (D Fl- 0 � F-' rt- F✓ U2 rt* ::I rt (D (D O �l �d F`L ti t t rt to O F_j a "O K A) rt P) (D ::1 t t � � a 0 � F:Z rt rt v F J- U) n rt (D v �+ p � rt rt (D FJ- (D n 0 �' to 0 rt (D � � � � P) LQ G LQ 0 O Fo rt � FJ- 0 :3' rt O FJ- F✓ :y F-' (D Pi Or �f m N H UJ PJ (D h (D m :J ::r Ffi bd is (D (D rt a r i- N o O tt (D � N n N Pa O O m � Ui N 1 a rt -En N- � p) Fv � to N UI rt (D 0 t--t to rt- -• (D U) rt Fo FJ• �'' �Y 0 00 zn rt rt to w ho m � t I 0 � � " r rt- 5" < rt O � (n in O to tl F1 w �1 Fi to m Pi P) n p m t t w O F j- N n rt W � N- n p ti n � O �' P) (D � � � rt' (D >✓ zn N- QJ 0 : to p C� m m rt- F.�- (D U) ON w :' o � o o n m w �' FJ- tl (D rt n (D (D h 0 � m (D �' m P n m (D 6) � P) � LQ :J FJ• n (D �' O m to n m rt P) rt En � 1 n n rt W P) I (D rt � m w o Fl to � �d ::I m rt P � N ti m 'J rt- Fa m m n z �' (D �i Ul n N• O In LQ � r_ Lq Fj_ rt �' (D LQ N FJ- U) 0 N- (D Fi �r O FJ- 0 U) a rt 0 F-J ::5 O Q.+ rt I'd fl rt FJ- m H (D � 0 (D F-J F-J U) Fj-k< rt � C] (D HI Fl U) Fl H. < (D P) rt t3' 0 4 �' m to el-0 p) ::J t-I t-h 0 $aj 0 in rt P) m ::I m v 0 O 0 rt Ff- m 0 m h 0 rt t•t w rt 0 (D Fj O O z rt- (DPL) O F-i rt 0 ::r rr rt P) w F1 rt C P) I a a rr P. 0 Ul �:s N (D n �l O Fd Fj- n U) t-I w F j- m H n t:' rt 0 � W m P-Fa �'' rt Fl 0 FJ- m m V rt FJ• �• m 0 � m U1 x 0 � � f a Q m � m n � � FJ- 0 n 0 tI P) 0 h 0 w m N K m zn t-I En h U) zn � :zm.. � F-J kxJ FJ- � � 0 � 0 to Fj-.zn n m o LQ Fj (D '�C (D t-h F-i m pi rt F-J- rt Fj U) n• (D N- m W H ti � � � n to (D Fv n rt Ifi rt- 0 a H Fa- 0 � () ti rt O 0 rt (D 0 P- t-h (D t� > o p v � rt p � rt m N• 0 l< 0 rt rt FJ• W t-h rt :34 rt 0 cf) Pi A) �l n o Z 0 t-h H F-J a to (n N- P) (D �34 Fa rt m O r to n K n F-' � N• - � 0 PilIi (D rt G� rt Fj- C (D rt n FJ• 0 Fl (D m V rt O O P HI m rt z rt rt F-izn �:$ 0 rt () n •• 0 H � n LQ 0 � m t�Ftd n s✓ � t t FJ- I'd F J- Pi � 14 0 �' (D F••J w 0 v Fl n x rrt o P.) fl n Ff- rt- 0 0 m Pi (D m m UZ F i- 0 F J- � 0 U) w � � a � m � U? to �, O (D a Fl rt, x U) n o El � rt- Fi U2 pi Q � (D tad En V � n rt � H n O Ai Pi P) Fj- a' FJ- v �li 0 0 N- (D O rt F-J F1 rt rt, Ai 0 C F-J r- U) h (D 9 � 15 t t lfl FJ- Ff- (D O P) "Jt-h N- P) (D El (D rt ti t t PJ tl FJ- O �' �' ED U2 (D �' (D n Ul U) LQ FJ rt t-h rt " cn rt rt � P) N- rt O � m 0 h N• 0 O f-h F-' 0 En ti rt rt 0 w 0 m m t1 0 xi rt rt n F-J rt Fj- rt n �C H• � m n F �F-' i 0 P) En � k< (D m 0 �r rt ::r � Fj rt F-J � U� � tij t'i � (D :' FJ- 0 J m � rt � rt rt rt (D FJ- Pi 0 0 Q F-J- O Ff- (D F-J 0 Fi rt (D ::r tr P) P) �34 > 0 5 Ff-• U2 v O H En '< ti :C v �$ �< a m m FJ U1 0 Fl (D rt m m m F--h :Z � (D n t-h (D �' O ►A V ti m ::5 rt rt- LQ FJ- 0 F-J (D rt rt m Sy Fj- h �5 A) 0 U1 n 0 P P) �j O 4) w 0 rt x �' � LQ F i- (D 0 rt y N 0 m (D �C 5 F-' tj m tr O M (D En 0 n n a Fv FJ- P) P) O FJ- Pi U) ::I tl F-J t-h En ct (D 0 � (D t-' Ul ti P) Oh Uq K N• En w rt (n w a ct F-i Fa (D ::I v a rr rt UZ rt Fl w m ho � n 0 rt rn (D (D n m 0 0 m m Fa- P) n FJ. 0 FJ- Fmi F-' � �rt n rt FJ F� � Fj-t-h rt '- W m P(D rt � En F-J K �` �- (D •FJ K 0 v) n m x O Fti m rt CL rt 0 0 t:� m FJ- ::� pi n ti rt n Fa rt, (D K U) a (D 0 (D �o rt rt, 0 bi N O Fl n � F1 w n a � " tZI v rt P) � 0 w m tj ti M m l< rt O m � (D kC m � � �' F-4 n m FJ- P) m m F 4 A' i- m F-,• �d FJ- O Ft 0 � (D U) m m Fj- kC rt F-J � (D rt- b Fl F j- m m m (D a � n (D m m to n n (D F-J t-I rt- � n m Ul � n U) FJ- (D t l 0 (D n P) n P � Fj-LQ U) F j P P) to m F-J N (D (D 0 � m � rt rt � Fj n 0 Enrt � K m t-I FJ- m Fa F J, rt t✓ n � N- En "J rt ::I (D (D Q � 0) n m rt N• m n m F✓ N• (D rt rt (D �C p rt* � �i U) 0 a n ss Pi rt ::J Fj- n m n w 0 w �:5 P O FJ-LQ rt K m m �l m cn tlJ F-J O Fes- FJ- m bd n O N t3' QQ rt (D 0 rt rt'� U) rt rtt m t� 'J rt N. .. O 0 rt � to (t5 � 0 tl SZ � N• m O �' rt 0 LQ W 0 9 K � O rn FJ- a N F (D P)Sv FZ �j V rt m �J' P. Fl F'• �l P m tl (D ::3' rt U2 ::$ � rt rt rt- Fa- pi 0 � h �L� 0 tt Fd K (D U) m � � m m � � rt � Ul m Pi m 0 rt � m �' � v � FJ- � (D � bd r � m x 4 (D rt- 4 LQ � (n rt � �rt 0 Fl - (D rt (D �Q rt ,j = n (D N w A) tia I FJ- 0 rr ( rt- � n m' 0 (t a 0 (D n FJ O O rt tr H a m (D 0 m Fv F-J F-J ri- 0 rt � FJ. A� H) 0 kC (D A) FJ- En Fl I-J rt 0 n F-J tj rt Fl (D rZL (D FJ- U� �Y Fl 0 0 p rt m n (D (D P- I (D • 0 Fi w sy �3j rt O t3j H, sy rt FJ- Id rt H rt a O U) to O ::E: sj P_ sv U) O rt G) sl a ::$ m ::Y' ::; r K O ::5 e �V rt m m PJ :'' m � PJ F J- r) sy N• rt O H, o �' rt 0 (D N• O K m F a- sv P. FJ- b N• U� rt o bd m in U� m N rt, r� t-h m !y K m K rt PiUs K �d K t- OPi m sy rt m o N m rh m rt- rt rt N• m m to m rt to 0 m � oo p F3 rt �f m H H pi w N F1 :3: rt K �' w m p K m to rt � � rt in 0 � o sZ (D to K K G� Un rt o 0 o � rt rt m y Pi I'd a o Lq to K v O m � K m to m �' y to 4 Pi sl rh U? FJ- - m a rt P- H s✓ K H � m � m K m rr rt � rt sl a m K to N- m �' �' tr O O O N. N Cr K m N. O ho C ri w K o m K1-0 m F'• m Fj- m sv m a m ::3' m m Qj H U, m K rt- fz K ::$ w ::$ 0 - sy K K �o rh LQ O F i- Pi K m N sZ m 0 �5 M rt N N K sy m rt m I'li rt m �Y m m o w rt Ul O m rt bd rt �' m LQ N• y P) o � rt m rt• m m rt N- � sv rt- rt m sv � � m FJ- W " m m rt m Ul " m K O E< F�. O (D N Pi FJ. cn m rt � P K P K m o rt P) O 0 in m Fj P) Pi m rt- PiC N o o O Fy P) N• t3' rt m O H sv �'' rt K U2 rt o K (� rt K K F-'• tri m rt rr rt trJ O sy N• �' o �' K rt o m Ht m m m O � O O N•� F i- m P m � K rt N• m O � rt o H, �" rt b M O K n N rt • N• m rt 6) rt sai C 0 sy 0 o m Lq m P m O m O sv � LQ m O :'' o PJ m cn O O O 0 C En F-j- cn run cn Lq N > �'' a m sl m K rt � rt- � m N m � (n o t-h K K rt m 1 0 sr F i- I✓ rt m O F-i- rt �' Un a sv LQ � PN N I K o K - m rt rt � K rt • tr O N- U) K s✓ a o CO N N O K y rt 5 P t-h C o C O rt o tij pi sv 0 O Pi cn K m Hi` rn m K rt' a O F'• :3: rt FJ- Fj- 0 rt m sv �t O v sv O H PJ m 5 �$ � rt O v rt � � 0 O A. � N � m � � K P.) Fa- K � U) O Pi cn m P � m En rt rt tij ti cn (D �' O Pirt- .. � K K Fj-(n Ij a U) N PJ H . o I�- '• m Nh o m K C m sl rt 51 rt �' Fjm :• U) (D K W � m m LQ m Xs (D Ff. � m m m H N rt rt � cn � FJ- P) m hO rt m bd F-o '- O (D O C sl m N a O � O m o m F-J H F-' p cn K o FO a m rt rt m sv m LQ .. o �s O FJ- rt o 5 K C bd m O FJ- Pi cn 0 • sL Fr- F-J rt O K sv m rt • O sy o � � � > Fl � sl t r Fj- � rt K cn U1 a sy m U) m O Ai cn �'C , o z ry- U) F-i �� m m - � b o K � K V rt m O sL Ul o sy sy m � rt' m K rt K K Pi a K m m C O F i- o k< O oo p sz K U� o rt GZ lC K 0 to rt F�• m b m m cn m rt K FJ- 91 s l N m H C s✓ O F-'- m rt o FJ- rt- FJ- (D Fa. 5 LQ F-J- F-J s l sz o sy 10i sy U) U? sZ o O sL En 0 kD �l LQ no ct � 0 � Un (D � rt O"- R m rt o O �' tr rt sy LQ U) Pi K N F� Fj. 0 o '� pi rt Pi � sz � �' to m rt m rt Fj- PJ F-J O rt U2 5 t r m tj 5 0 � m rt (D cn F-' P) sz F-J H K ::5 m sv rt m a rt N• (D rt O sl U) m �:5 r i- �3'1-0 m (D FJ- sv rt P) o m O P m F-J rt in rt � sv rt z En rt K rt m rt � s✓ to �' rt - K a rt sy I,C ,• O (D N (D 0• rt m F3 to �' K K �' o O �' FJ• rt t� '� K It m � m Fj rt � Pi N- (D rt, ft rt (D (D a P rt (D 1-1• m O '� m �' Hi m U) O K I-' P.) � a � Pi N K sy cn bd U) rt �' N• � FJ- r-i- F-J FJ- Ul m (D CrJ Ai s✓ O m K K PJ Fes- cn �-h m F j- m rt O s✓ �' K A) � 0 � � � � Pi a � K P) a C PJ t-h 4 o rt cn I-n H, N-Fo K P �' m m Pi m o m LQ m � Fj. m K 1-3cn m m s✓ F-' m � Pi4 rt rt rh O F J- F-� si FJ• K m ul sZ Pi FO 1-1A� N o • in Pi P.) s l K H o m �' rt K m o F-j• 0 : N• o s1 K rt C1` rt C sa � m m K V U) K FJ• m m �' PJ rt Ul pi5 FJ• Z F-J o rt W Fj rt m P) � m sv Pi m rt Pi m O o �rt 34 Z U) Pi F-j m o O (D hO U) rt- rt (D o rt -ca m sr cn rt to N. U) � v N- p) (D rt 14 m N• a • in O FJ• � a rt mt0 m • Nsy N �' m �' - O O K o F� � m o FJ O � K U) a rt t� a cn K rt rt v m m rh 1 m P) O m m zn m sl Fj LQ a K C � � in 7C U) (D Fj m K K O O �'' F-J (D IQ �'' m rt O r+ C sl sz N. m m U1 • m F j- FJ- 0 rt 0 O (D U� o � 5 m m � � t m m, rt r a m Fj � F J- m P) C o o K O m sz � rt F-j K rt K 5 O F'• o O rt O a :y O F j- K m J rt rt m m O �r - 0 m cn F j- rr m Hi rt O FJ• :a' sy bd rt P.)K m K �O Pi U) rt, 8 tr �' O N jai s✓ sy En �d rt bi ri- O o m K O m tij sy m rt O K q Fj- o rt sl a rt � � � • m P) P) �C F-' -40 O o Pi m rt H pi rt rt Fj K w ft K w Fj_ m � O K sy m sv m LQ rt Pi m w t-� � o cn u. Fj. � m in m F-J m m K o m 4 o Fr- rt m F-J- Fa. C sz � K rt m t-i � sy Us m - rt N sl o rt m K o m zn t m rt �• o � � v a cn N. O o Fj- Fj. m K FJ• a rt Fes• �3 m L rt O K 'n m �' cn K a (D o � U) Pi m cn sai m U� t�' sr O O a Fj- rt m K � 0 o ran � rt ho a 0 ho 51 ' m K v� sv m �' rt- (D r* rt sv F-� -ca En H, m rt U) cn sv rt t-i O s i o cn U) K m O m K O �' o PJ PJ O Fj- U) � w rt O m U) �$ o U] o o m Fj- rt N ~ (D o m F-j K M rt (D --I s-, K � cn �C m m l' m m m � �. Sz � C N. �Y m O • cn sy o sz U) � sai F-'• m sv (D (D P) m Fj. t--'• sz � m O m- rt 4 bd K - O rt-'� �f- Fj- cn O s l rt. rt O K (n s� to m N cn 0 O cn sy N F j- s✓ O m m � � m m O o m rt K m O sj rt o r-h O m m x N K 0 Pi F-j- 17J O m sy ::� F-j U) a �:S :4 o U) s sa �3' s✓ m m s✓ IZ "0 K ::$ w rt F i- O Sl (D K U) rt ::I to Fl rt rt F-j N- rt O sj m (D K C K U) rt K F-' sv O rt :31 rt O (D p• 5 P) 9 rt p �Y - sl sv rt O Fj w Pi (D rt :3' PJ F-j rt o (D U) rt rt Pi y U) sy O F-'• m rt o m rt � :� "i N• m rt K rt- F--' v O' � � o � � (DFo O O rt P � t-h O � O o Fj F-J O m O P m a sy O m � (D K m N trJ rt a sy O K N � j UNszl(D m K i O y � Pi rt" Po H) O � rt sv rt m o P) � � w m 1 F-'- m m F-, p- � rt K (D K (D s✓ C Fd s✓ O ',C Fes- Pi I= inF-- m cn (D sz �' m o rt O �31 O PJ (D O P T Fl sy m K "J K (D 0 K cn S✓ :z rt H, K (D U) rt4j). :::r "J F-h m o O m rt rh rt rt ':J K m rt m `. N U� K sz si �Y O sy m sy rr K A. m K m t-h t-h m (D F-'• U) � a in N- o m - p- m m F-j F-'- (D 0 in ::r si �_h FO �Y rt N- F-J P) O L4 m F-h K U1 o rt FJ- m F-j- N 0 x (D s� F-j- o K rt m rt F-j m o o N K N � m a N m m P- �' K K a rt sv rt K • � Pi � rt Pi m F-j � In Pio H, m m m m m m U) P) rt' �' � O N LQ rt o O o �r O o sv o o rt m �5 rt F-j sv ::1 U) ":; r_; LQ 6< m sv Fj- rt, m m Hi O m K (D s✓ t o m rn � K O sl O K o a a�o N• �Y rt rt m F K rt ::I �34 O sai o 0 sz sz ft Fj- si o ::1 sv m sy rh O (D (D O (D U) PL) m si U) (D �- s✓ U� �' N �' N• sv Ul rt o F-' U) t-h U) Fo o 0 o sU N PJ rt rt rt rt rt PJ (D L-J. a m O K - rt rt sy K sv sy rt S✓ m s✓ Pi � � m � Pi � in m Pi � � m sy �' O sy Fo �' F-jU2 ct m K K y F-1- U� FO rt Pi m m m LQ PJ 1• o piK • PJ rt H O K rt 0 m m PiO sv m Pi � U) O �Y rt �' cn F-jm rt F-' rt piN- o (D rt K cn (D K cn U) F-j U) Pi 1:; 4 m rt O m :3' (D v U) 0 �• m K 0 K m m �,- (D F- pi � N P- (D ft m ul F-j rt � cn I (D (D rt F.. cn U) i Fj- cn ti i f E r K �• - Fj P) O n W O rt K m o ct En rt rt K En to rt F-J :9, ct Pi J• O CJ 'O t O H• PJ O F-J o h- (D o 0 0 a 6 � �d FJ- (D (D sr F' m sai sy m ro a m C FJ- O (D 1-0 (D C EQ rt U) H P) cn a O P) rt sv n a H m K U2 H• H rt s✓ n m m a n sv ct- H H O H s✓ rt rt FJ• O m H FJ �+ K H H rt FJ- rt 1-0 (D rt sL) O a PL) PA m �• O Pia Pi rt m O to K K I x � En 00 K QO a FJ. Fl (D m z m � FlF x a K t'J K � 1-1K a �' m 1-3FJ• FJ- K b w m O m w m U) � sy kC �' P) N- rt a Q m O y 00 m m K w t �' n LQ Fes. • (n t-i En rt FJ• - n (Drt- O n H• H, sz P. H FJ- 0 ::F' (D rt- H �j s= n K P. rF m o a v n n m m 0 � m rt- � n n ro K O t-� m n K �' K �' rr s✓ rt K s� m m rt m n H- a m o sy rt rt H• K rt sz H K m m s= m si FJ• K O F'•� rt rt m m n m � P) ¢ m rt PJ m ro K m m 4 0 rt K p O N sz v K H• O n (D m K H• K (o FJ- • � t� H K rt n 7 n to K O F-' FJ• rt- H sy K FJ• n m P H• P) Fi. K K L.J. Un rt- n FJ rt (D FJ• m m � U� C H 4 O ro to K ct a En (D >y rt- �l ro Pi � � F,- rt- c t• P. s✓ n � 0 :34 w a � (D 0 rt P) �r (t � �' FJ ::5 �-h O FJ- m H P) � O H• o C P) � rt O rt rt FJ• rt�C rt, LQ � m O V rt O rt rt- n O m m rt- O rt o m sy n ts' O p p m n rt (D :4 PJ pj n K t I LQ O (D K �r P) �3' (n �y �r O K 0) F-J m 00 ::� (D O w ct O lai K H- s✓ ::;' K sv rt K SZ (D �s K n m it'' m FJ- �5 v .. (D H1 En �J (D 0 O (D rt Fl ::1 n FJ- H . rt N rt- (D U) n n F-J FJ- � � FJ. m Fes. F1. K P (D �' CL m U1 �:s Ul 00 K :9 • :]� P.) IDJ sv t-h . �' (D (n sj (D n m is �3' ri- N. O y s l rt �' Fv P Ul CO m O � w m � O O tD • rt- (D O P) PJ O rF (D sv rt ho t o a (D A) 0 n o\ Pi � � FO U1 P.) F-J rt-4 U) n LQ t'3' t t w C,) � i � O 1-0 (D (D � O rt Pi � t-h �r0 w G) 0 U2 � FJ- InrF' n x rt rt- (D n (D O rt 'TJ � F-' � U1 rt Fes. F i- r FJ � (D In � K K K rt iv (D U) sv (DH m v w b' F-J- O In FJ- (D rt- P a (DK H• Fl � (D O O LQ lC (D FJ. rt. O rt z m � Ul H O t-J- • U1 Enrt rt �' cn •• 1 F� O m rt � O '� O Pi H. z rd m F�. K (D N O �n � O QQ InO In P) FJ• rt- n �' z (� :3' O (D (D W H FJ• �l O K rt v �j FJ- �5 K n ro sv Z H K (D4 Pi (D Z O • F'- P) c\P (D LQ rt- G) �Y (D m LQ FJ. K z 0 O n � a FJ• (D (D rt FJ- K to 4 z (D V FJ- K � pi rt. O t-h rt tl (D m s- a F. P) J. O m � :-5m � g (D m m >rt O n Fi FJ- n K O n K n (Da (D C K n �4 z �r ":1 0 FJ- H• K O Fv (D En P) FJ• C FJ. O C Fd O �3' (D K rt FJ• O O F-' P) LQ Pi Pi K • rrt z O FJ• (D q N• P--(a H O 7d (D K rt FJ• �J Z - t-h U) (D Ul K (D w O �j Ct rt m (D En :4 (D - 0 .4 En f t' U? F.J. P) :34 n K FJ- U) Z C W sy C a F i- v rt �34 rt n O m F m K a K Ul (D si kC K Pi O H. s� � � P) FO P) n U1 �J m F-'• H m m rt rt m tri Jai J rt FK (D LQ FJ- cn K tri t-1 z :4 -< tv ro K rt K (D FJ• C • n m Pi � O (DK m En rt rt rt- �, rt m 0) Ul m x rt K m m Z - FJ- a t i O Pi m rt 5 m (D En �' G2 FJ- rt Rl EnFJ- rt- rt640 F j- n FJ. Z rt K H. n O v FJ• FK cn rt iz m m fd �d Fl ro FJ- O Z Pi LQ W �_h K ::5 rt K t3' W lai PJ (D t1i F-' O rt. n A) O (D 3' �J ro rt �u' n r 0 O (D (Dn (Dt1i K n O O F'- E ' U) �d rt(D x m m FJ• rt K �H• FJ- En P m $z O O Pi �d v 7d t-h n rt- K � PI O m W � (D sv F-J m H) (D n Z (D P) P) - N V �Y FJ- . (D to �l O P) �j H LQ (D W t:r t-4 FO G) (D K K F-J 1--i �31 si K H- rt- s l E/) (D O :3: s l K r to H m P) n x Ai n cn sy y F-' O LQ H � m FJ. sl rt 0 O (D U) Un m (D FJ- � m PJ m - • � FJ- t-I m K W Pi � A� kl< sz - rt rt P pi m m P) W p rr � sj H z FJ• O FJ- � 1 Ul U) O H n � C n � � � •• - O 0 Z Pi rt FJ. to Ft a m to O O K rt � 0 rt LQ cn m FJ P) P m � rt LQ m � (n Fl (D rF, M W m -� 11-0 (D F-J O rt- U) H- � H• In F-J m FO z Pi rt- :3` LQ H rt O m sl K (D Z x H m K K* (D m En sy K O K z LQ ICJ F-J rt z QO F-J �3' �r Fj ri* �y U) rt• U1 ro -- 0 ct rt- �Y m sai w �Y m rt rn -. ro ct rt- (D 5 1.0 • � sv Aj Z x K m �l rt m K Pi �3, m n 00 H FJ- o m rt (D FJ- p) �5 O a m m rt to m �4 O O (D (D PJ G) t:r Ul F-J �$ Pi PL) U2 K o (D m ro �d O O (n sv o O to z O v & rh �j O H U) F•J O �j 0) I'd :V4 H P ri- K m ro k-< En O m P 0 0 rt O F-J - C � C - F-i rt m rt � to (D.o si � n O � O si U) K 0 m O � O P. 1-3 q m m 0 • K w O n w a U) (DP) n m P) m Cr sZ O m (D (DK m a U 00 p � H. Fr. ro K V 5 Pi m FJ- �' � O O K F-J = �r 5 K F-J• rt H K :3: 4 sL cD K O H O z n to si O m sL O O UI (D ::Fa H m O K K K FJ.4 bj ro K - m k< K �Y FJ- m 0 sv K m �' rt til LJ- ro O sv to to C K m (D 0 F-J Z H-�d U�P) � n rt, (D �' t-h � H- to () K FJ- � In 0 P) m U2 - � rt U) s� � H C s✓� Pi (D O b' Oro � b' U) m 0 1-1 H n sL m FJ- H• sz rt t-+ m � 0 z n Pi Pi :40 n m (D o = K �< O w O sv sr O n (n Pi � FJ• w C P) In -• O til n K sl W F-J rt l< �5 FJ- rt n K w O m IQ G) sv sv ro rt � P P) � 0 rt- a P► r rat 0 4 � m (o (D In p n H m � H. :� y FJ- EEn - cn (D Pi ro � ° � `t V FJ- (D P) m U2 0 rt Qj Fa- sv FJ- si � H• FJ• > H- m (D s� s� s✓ H P P) m rt m 0 � o m m rt- K � � � H- U) FJ- m � (n � to sl O z �Y (Dm Fl " Cl) � � K s✓ Z u) H H• Z n rt K U) O F-J F-J ' pi U1 H P) • Ft L m �J rt m m 1�1 rt- ro ICL W En H z ro sv N 0 �3' P 00 FJ- U) m m 1:7' H m n En �s rt o H• s✓ � � � n p H- F- F, o m zn rt �j - rh n z m o m m ri- O (D O K O m K cn En (D K m n O O � rt, (D �l ri- n a'- s✓ rt n O p sy �$ K - saj (D s✓ rt K O sa rt- sz FJ. rt m m U? �5 (D (D H P) Z K t1, rt P) H o O m m m O (D `4 to U) K (D K sy 0 sy O zn n Pi rr Pi K �5 sZ U) H- sy (D rt cn P) rt • H K P. O O P) O U Us rt uQ 1-3 m sai rt Y O rt- 2 rt rt m r- r kJ U 1-0 FO m FJ- O O '5 y � � m ' i m m N O p m s� A� O �" O �, C1 x O QQ � rt- m H sl H• (nrt FJ. W H sv � m O O P 4 : � m P m � A� • U1 rt- FJ- O O 0 • �d (DF-t O Z rt m LQ ri- C U) K U1 m rt O rt - m • rn m H w rt tri � rt O H 5 m � � 0 m X z 0 LQ O P) s✓ Q) � FJ- m m (D s� � (D � K 0 t-h � • m 00 s� P K n 00 n (DO Z m m K In (D Fd K FO K H. Z LQ n rt- m F-' O Pi Pirt- p) sl m Fl P � � a m x O rt- C) LQO O aP) K rtH tt 9 � �4 �5Oz K (DF-i �:S P) m1-drt id p O ct rt �r (D O Z sj FJ• rt LQ H rt- O 10 U) m F'. Sv sv s) P. K Sv rt'� rt- rt O m Sv V N � cn O W O O 0) [V a O Fl O rt- tij H) O � FJ. H. � z En ::Fl m 1 rt- .• m O �Yt3j A) Ffi M LQ K P) QQ EnO t-i O K P p m �' a H. P to P) � n � � n sz m z 2 z m t-h m m n s✓ U) O LQ H• � ti t t n - rt'LQ U1 a 0 rt � n n - rt FJ- U) m �l O K F-J- (D L=1 L.J. sy rt- U) rt K 9 rt O m tZ m Z �y �3' ro F i- �3' H• rt O fti �s :r4 sz r�L rt (D Z F-L z O sai K s✓ W rt- P) b FJ• rr (D �Y O n FoP) sy m O K w K rt- O � a o v Pi m m w LQ Fr. H- P K m sy �;, sj s= m C p :� t-h ro �$ m K rt P. m �j K p p m rt n 51 FJ- rt m O v m ro m rt U2 m w t� K LQ n Q FJ. K n H- rt � w H K "� a r sv H• � rt r-r FJ- �• m K m li o m o -4 H m ro - a w rt- P. rt W s� rat w rt w .. � Pi �r O H 0 n � m m • rt H �QQ H art O K H Fes. m F.J. n O H O �° � O K LQ x rh m K 4 w n rr m rt- n sy v H W K � U2 N. rt k.< - N. 0 K d n O O w � H K K a 0o �, o -- K K rt- O sz K O N10 rt- 0 pj K o K �m ' m m �C m O x G rt- K F-, FJ• sj P. i Pi C y � m O x FO n rt t-h r w m O rt K m w G\ O rt O � m � ro m rt- C m n � m A� m sZ O n FJ O Ul U) w �' Zn rt �' p 0 O � P) z � O m H �' m rt w m FO n K � (D rt s� O Pi � a k � s✓ n t-h FO 10 rt 1 m F0 m m rt rt 5 cn m � 1-1 ly (D :Zrto PA FJ- rt O rt K w O � K if 5 m sv rt s✓ O m n W F-J FJ m W ri m m m P) r. rt ri- ho � m cn U? O sv rt - K = F,• Ai rt- O m (D P) Ul K n • �'' - K Pi O (n ct to :y rt > FJ• N- n K 0 K P) m Pi K ::4 � � rt rn � � �' �� �'� m N � (D (DN (�D N• � �- w can o 4 rt �t FFJJ. �$ N• Pi O ((DD LQ U) In (KD m O � Pi Pi 4 ro �3' O rt m �:kj K si En O Pi H � m n � � �• � sZ �' � � rt- � K m K 0 � m �- m � � � � LQ rt m (n - �' n .� (DD = C] 1 ro LA) td u N-'-O Fj• F-J ct P.) Iy t I �i.; rt u ri C) W U) FJ- O (D O ::r rt O O K N• rt sr bd C rt U) U1 U1 F� rt 0 x in �n m 0 FJ :� ::rFJ- & 0 FJ- • O bi Pi zn rt H o (D F-h 0 O �n ::I � m rt ' O O � I✓ (D Fi. C) (D � O � K Pi I� LQ En F-i Iu Fl Fl (D I= U1 P_ (n (D rt (D � H FJ- rt U) pi '"d p) 0 K Iy m Iy (D (D H, m � (D Iu 0 cn O FJ- rt FO ::$ v y O 0 Ii t3j U) rt En (D ::$ a O rt N 00 t1J H m V (D F-j ::$ Ul 0 U) 0 K FJ• n d ct ::$ Iy I✓ rt o Fl O (D I✓ 0 O H• En a O In I-J U2 �d rt U) 'd rt-Fo �d rt F-J xJ rt rt (D �3' FJ• �' rh O rt : 9 O O � zn (D n O Ii Fi. y �J rt FJ- m � n FJ• (D � (D (D o � m m 0 to m *• F.J m 0 (D U1 H) 0 0 (D N- rt (D (D ::$ �j U� I.J (D :� Fl (D Iai -GE: m ::r � v 0 0 Iv m FJ- to Ul (D Fl Ul Fj (D cn Fi rt O U) (D (D FJ- ::� U) rt h (D a En 0 Iz tr (D rn En 15 •.'• H) (D (D (D (D Fl o 7d to � O s✓ (D 0 P.) rt O Fl K O U K 1 P) O U) n P)f-h O 0 rt 0 m zn w sai rt (D O O O Fi. n F-3 x m H � R� n I..J �J �C H r (D F-' FJ• If F-J rt 0 rt rt H (D n En � � �3'� Un � M (D n (D rt F-' C � o C� � tij Pi � d � rt H � (a (D F-J W I✓ d r r, :4 0 m z 0 F.J H_ " P. 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FJ- H_ 0 � rt o OD � v m rF44 �• (D 0 (D sl 0 P. � � .1-3 �0 � ' (D Fl m ti rt 110 "J m 0 F-J t-h Iv •• w �$ rt O O Qj (D (D C FJ- rt FJ• 0 O IL (D LQ 0 Ft (D --r I= (D (D Ii F-J � (D rt � tfi (D 0 O rt :Z En l bd rt � N- � n oa Pi C) � H) ul F-i Iv a H (D PiFJ- Ht (D U) (D O n � rt (D 1" H_ (n FJ rt QQ ::$ FJ F-' x O O Iv •• F-i 0 Fl (D 0 P) (D H. O O x (D rt I-J m C� FJ- O U) C' v Ii FI O IZ v � Fl h (D Ft En (D Ft � U) Fl O t t C � (D N �' rt En rt rt �5t-i (D Iv O (D C & I✓ U) m O 0 o t l () U) Iv 0 :' CJ IL Fi •• Fi v w rt t� () ::r :4 (D O rt n P) s FO rt L F-J V Fi (D �' U1 F-� O FJ• 0 0 ::1 H. O (D t�J Fl FJ- (D Ul �y FJ- rt (D FJ- rt tj Ft �3'Fo (D FJ- LQ 0 O H (D O rt C] Ht Fj rt 0 �l F-J tij (D C1 (D (D Fj O Fl 5 ::r r (D O 0 O K � rt ::I FJ- (D Fa- Ft O tYJ (D FJ- rt U) Un O rt- x :� �j n (D �l (D U) FJ- � (D FJ- �l U) 0 U? �$ 0 C �' FJ- Id 0 rt U1 0 U) FJ- (D Iy r (D O Ul U) rt (D rt (D I U) t1J rat (Dv (D F-i 0 N I U) 0) 0• rt r (D Mr. Cook noted that there has been a request to relinquish some easements and some rights that the District has over the property that is south of Deerfield Drive and west of Highway 89. Mr. Katz has paid the $500 as requested by the Board to cover consultants' expenses to investigate the matter, and also provided instructions in accordance with what he understood the Board' s directives to be at the February 19th meeting. The District Engineer advised that the PUD does not have any water facilities within the property of the proposed shopping center. After discussion, Mr. Cook noted that the problems that could be solved are: 1) the Lewis easement, 2) the 20' s 20' reservation around the site of a well that does not exist. Director Sutton stated she objected to the Board taking any action at this time because the project has been appealed; the appeal will not be heard for a week or so. PUD power lines that cross over a portion of the subject parcel were mentioned. Director Sutton moved that the item be postponed until appropriate to bring back to the agenda. After Mr. Katz outlined the Investment Company's proposed schedule and problems that it would be necessary to clear up prior to beginning construction, Director Maass seconded the motion. ROLL CALL: Huber, absent; Hatch, aye; Maass, aye; Sutton, aye; Kuttel, aye. SO MOVED. Director Maass indicated he would like the item to be placed on the agenda as soon as possible to deal with the total issue. Mr. Grumer noted he would prepare the necessary resolutions for consideration by the Board. Director Sutton questioned why the Board was dealing with a representative (Katz) rather than with the owners of the property (Marsh) . Mr. Grumer informed her that this particular policy had never been adopted by the Board. Director Hatch moved to place this matter (procedure for abandonment of easements) on the next agenda. MOTION DIED FOR LACK OF A SECOND, although the Board seemed to agree that the matter should be placed on the agenda. Mr. Cook noted it might be wise to review the improvement plans for the FHK development. Director Maass moved that the Board accept whatever plan check fee is necessary from Mr. Katz and give Mr. Cook the authorization, on a low priority basis, to begin the appropriate work. Director Hatch seconded the motion. ROLL CALL: Hatch, aye; Huber, absent; Maass, aye; Sutton, abstain; Kutt el, aye. SO MOVED. PROJECT 79-1 - REVIEW OF PRE-APPLICATION AND ENVIRONMENTAL DOCUMENTS Mr. Cook provided the preliminary application and related data for Project 7 9-1 loan application to the Farmers Home Administration and preliminary informa- tion for the loan application to the Department of Water Resources. Also, the Environmental Assessment and related information concerning Project 79-1 was provided. Mr. Cook read the proposed resolution authorizing and directing the President and Treasurer of the Board to file application for a loan and to execute agreements between the PUD and the U. S. Department of Agriculture, Fanners Home Administra- tion for a loan to construct water system improvements. After discussion, the Board agreed that the first clause should read, "Where- as the rapid growth rate within existing subdivisions of the Truckee area.. " and the second clause should read, "whereas the District's water facilities as provided by the original subdivisions are not adequate to keep pace. . . " Director Maass moved the adoption of Resolution No. 8014 with noted corrections. The motion was seconded by Director Hatch. ROLL CALL: Hatch, aye; Huber, absent; Maass, aye; Sutton, aye; Kuttel, aye. SO MOVED. Since consideration of a resolution finding that the water system improvements, Project 79-1, will not have a significant effect on the environment and directing the filing of a negative declaration for the project was not listed on the agenda, no action was taken at this meeting. Relating to the response to questionnai,rre, Item No. 18 - potential growth inducement - on the Environmental Impact Assessment, Director Sutton stated she felt something more specific was necessary related to the result of the projects in the Southside area. District Engineer Cook referred Director Sutton 3/3/80 ua. 5 to the Project Narrative (pages 45 through 47 of his report a co of which attached hereto) . PY h i s By consensus of the Board, consideration of a resolution adopting a negative meeting agenda declaration and other documents will be placed on the next m g . SENIOR CITIZEN HOUSING - REVIEW OF QUALIFIED "WILL SERVE" LETTER PREPARED BY MANAGER Upon review of the letter prepared by Mr. Seymour, Director Maass asked -° that it be redone to make it more explicit as to what the Board direction is (when the Airport line goes in, the Board will reexamine the Southside area• that the proposed project site may be removed from the deficiency area and con- sidered part of the Town System) . Mr. Grumer noted he would prefer the District wrote a letter of conditions rather than a will-serve letter. By Board consensus it was decided Mr. Seymour should rewrite the letter for the next meeting. RECONSTRUCTION OF SOUTHSIDE WELL #2 - REVIEW OF BIDS AND DISTRICT ENGINEER'S RECOMMENDAT IONS; POSSIBLE AWARD Mr. Cook advised that the District has received one bid in the amount of $58,143; however, he requested that the Board delay any action until after Mr. Grumer has reported on the matter. Director Maass moved that the Board accept the bid for consideration. MOTION DIED FOR LACK OF A SECOND. Director Maass moved that the Board acknowledge receipt of the bid from C. W. Roen in the amount of $58,143 - Dan Cook's estimate was $60,000 - Mr. Roen was the only bidder. Director Sutton seconded the motion. ROLL CALL: Directors Hatch, Maass, Sutton and Kuttel, aye; Director Huber, absent. SO MOVED. CONFUSION CORPORATION DEED (HILLTOP) REVIEW AND POSSIBLE DIRECTION District Counsel requested that this matter be tabled as his recommendations had not been incorporated in the deed; the Chairman agreed. LOAN FROM ELECTRIC DEPARTMENT TO WATER DEPARTMENT (SAD#5) - CONSIDERATION OF RESOLUTION, POSSIBLE ACTION Director Maass stated that until Mr. Seymour provides the statistical in- formation developed, he wished to table the item. The item was tabled by con- sensus of the Board. ANNEXATION PROCEEDINGS - POSSIBLE DIRECTION AND/OR ACTION RE LIST OF CONDITIONS AND RESOLUTION OF INTENT It was noted that the CSA#19 agreement has not been located. Director Maass moved to table the item. The Chairman tabled the matter. DISCUSSION AND POSSIBLE DIRECTION REGARDING MODIFICATION TO PIPING AT THE NORTHS IDE TANK Mr. Cook advised that a purchase order has been awarded. He further noted that Cook Associates, on February 19th, made a recommendation to approve the plans. It was stated that the plans have not yet been approved; the matter, ..� at the last meeting, was put over to this meeting. After some discussion, Director Maass moved and Director Hatch seconded the motion, that the Board approve the plans directing modification of the piping at the North side Tank. ROLL CALL: Directors Hatch, Maass, Sutton and Kuttel, aye; Director Huber, absent. SO MOVED. COOK ASSOCIATES ;CHECK RESPECTING CONTRACT CHANGE ORDER #5; DISCUSSION AND POS- SIBLE ACTION It was noted that Cook Associates ' check relates to the interpretation of the electrical problem at South side No. 2. After some discussion, Director Maass moved, and Director Sutton seconded, that the Boad accept Dan's generous offer and his check in the amount of $1,468.10. ROLL CALL: Hatch, aye; Huber, absent; Maass, aye; Sutton, aye; Kuttel, aye. SO MOVED. 3/3/8 0 pg t 6 DISCUSSION, POSSIBLE AUTHORIZATION FOR DISTRING ENGINEER TO MAKE REPORT RE BEST USE OF DISTRICT 45+ ACRE PARCEL ON HIGHWAY 267 (INCLUDING PROTECTION OF SPRINGS AND WELLS) President Kuttel noted he would like the Board to authorize the Engineer to reevaluate the Southside Complex property from the standpoint of protection of the District's water source. (Tape #5. - side 2, half way through - defective. Some discussion was lost - also a motion that was made and later withdrawn by Director Sutton. She asked that her motion and Director Maass' statements show in the record. ) Director Maass moved, and Director Sutton seconded, that the item be tabled. ROLL CALL: Directors Hatch, Maass and Sutton, aye; Director Kuttel, no; Director Huber, absent. SO MOVED. President Kuttel asked that the record show he feels protection of water source in this area is vital at this time. CONSIDERATION OF RESOLUTIONS ESTABLISHING SEPARATE CASH ACCOUNTS AS RECOMMENDED BY ARTHUR ANDERSEN AND COMPANY The documents not being ready, the Chairman tabled this item. Mr. Grumer noted that, when this matter again comes before the Board, the agenda item should include review of Counsel's opinion letter re retroactivity. REVIEW OF 1980 WATER AND ELECTRIC CASH FLOW BUDGET President Kuttel noted that, on the budget, expenses relating to hydroelectric development at Boca and Prosser have been charged to the Water Department; he felt it should be charged to the Electric Department. Director Sutton suggested the Board hold a special meeting to review the budget. Director Sutton asked that a recap of the total amounts in each category for the last two budget years and the total amount for this year be provided to the Board. NEW RECORDING SYSTEM Mr. Seymour advised the Board of a new recording system (Lanier) which he would like to purchase for use by the District. Director Maass asked that the matter be placed on the next meeting agenda. SPECIAL MEETING A special meeting to discuss the budget was scheduled for 7:30 on March 10, 1980. CONSIDERATION AND POSSIBLE ACTION - RESOLUTION INCREASING SALARY OF MANAGEMENT EMPLOYEES Director Hatch asked that this matter be moved to Executive Session. The Chairman agreed. REQUEST FOR ABANDONMENT OF EASEMENTS - AP#45-750-38, 39, 40 and 45-570-05; DIS- CUSSION AND POSSIBLE DIRECTION AND/OR ACTION Mr. Strand advised that this request is being made so that tennis courts may be constructed. Director Sutton recommended that the Board refer this matter to the Engineer for review - she moved that the aganda item (Request for abandon- ment of easements - AP#45-750-38, 39, 40 and 45-570-05) be referred to the Engineer for review and recommendation. Director Hatch seconded the motion. ALL AYE BY VOICE VOTE. SO MOVED. DONNER LAKE UTILITY COMPANY BILLING; DISCUSSION AND POSSIBLE DIRECTION Mr. Seymour advised that this matter concerns a misconnected meter which provided incorrect readings in the customer' s favor. The bill has been estimated for the past several years; Mr. Williams is contending that the District may only bill for three months. A • ro >1 U r-I4J 4-4 � v rd �4 rd 4J � �4 •�4 0 rd �4 r- �+ v 4 � � v v rd 4J O -rl v d � N rd -0 -4J O 41 ,.� ,.� Ul v O 1.4 rd v � Ul is 0 O U -4J [i � U -� 4O-i U U 1 -P � x U O 00 -rq z � 0 U1 v PQ r 4 v U - o m Q U rd v O -r-I 9 A v v H v r-4 aJ rld U -n ul •ri tr r--i w r-I ,�v -P -J d •H 4J v o ! 4-) >i >1 �4 -J v O � r-I 1 �- � O U a. �- tr' rl p� U� � �-+ � Q .. 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(n v w +) w •r1 -� +� ,4 o o a o +� v -ri �-4 U1 a o HH w U v 0 aJ v W o w rd a -r•-I s~ .4J A U U 1� U U -4, P4 p4 U � O 0 (n z H ,.� � v 0 o v M z v r-I v �4 v v O v v •4J .IJ v pra v E-1 rd •H v v w Z U A: U -ri rd -4J 9 O �4 rd 5 v � v v rd mo � v [-I v �-I t3i I~' U > U -� 'En �-I •r�i N •r�-I •,��' v...1� U v 9 U) -4J r- �4 a--) -4J A (� r� U Q •r♦ A"'1 H (n �I v �, v �I �-+ -r-I 4� ri v O 4H •r•I ,� v v H �; -ri rd v v •r-I r♦ -r1 v -4J ,sr" 4y-r 0 v ,� O .,-! r o v M 4--) U) Q z U v �' Q -4-) Q �4 ,� N E-4 ',?-� E-q Q �4 4-) aJ � o U U -N � 9 '—I ,.� •r--I M 9 � o � U � � cd � -r1 � cn 9 � E-+ 1� -4J � (n v 0 14 4-) 9 �4 1 .rq •ri r-I � v U Q � U U2 v r-I O v �4 -IJ U2 0 � a) O 0 9 r O 0 El � rd v (fir 0 r O 4-) r-4 O LH W [..� v A v rd ° co �4 �4 a) 9 0 rd 4-I �4 O O •r i ..4~ -r-I 0 O z �4 O O -ri Q4 o �4 LH 9 O � � v 4-) �C W 4W 44 � rd •LH a 4a x A a U 4-) .4J aJ En U 0 is U U) O U 4H 0 rd LH rd b 0 w :E: ra 00 M M T U ,- SEE - ' ONNER PUBLIC UTILITY DISTRICT F'OST C)F F�I"._-E F1 0 X .309 TRUCKS-E, CALIFORNIA 957341 MANAGER'S REPORT April 2, '1979 I . General Status Of Nistrict During the pF--)s-t two week,-s, t1i(,!re have not been any significant OL14-tages, ot electric service, nor significant outages, of water anywhere in the District-.. W., do hi3ve two or three leaks in the water system that will be repaired in the. next few days. One of the major ones is directly in front of Besio's Appare-1 Shop in Gateway. We at first thought this might be the new 16'' main leaking; however, isolating a section of the new main did riot stop or slow the water leak, so it is very apparent that the leak is in the older '10'' main that is parallel to the new water main. 2. A,nnual Repor�,'.- Board members have received a copy of a layout for a proposed annual report. 41 am currently working on the text for the report which show]d be available in draft form by -the next Board Meeting. I f one ex- atyi i ne53 -the layOUt and o rat l ine of the proposed report, it is rather appar-- ent that the pub'l icatilon has a dual function. Fi rst of al I it is an an-- nU,311 report giving information on accivities and f inancial matters relat-ing ..0 to the District in lc'78. Second it is an announcement of plans for 1979 and Lleyond. Last I y , but perhaps rnos�c important, i t Vii I I conta i n C*_1 summary of rLJ I es y regu I a t i cins and ra tes tha t w i I I be usef u I to Dil s.t r i ct cus tomers duririg the balance of -this year. Sorii(athing this report is not. . .the report will not be a political piece cues igried to promote the present Board, or any member, as a candidate. It is not, and will not:, b(--! written as to show the District in a 'f:av(-,)rable light th(-3n it deserves . To the best of my ability it will accurate, forthright, honest and show the bad as well as the good. ly recc)mmend the Board authorize the Front is I strong 11 of th 19*78 f-.innV_ial report ar)d custorner ;nforination booklet ., 3. Prosser- and Boca Dam Hydro I n a septa ra te memo 1, have no-,-i f i ed the Board that the Energy, Comr-ii s- s on is j:)rep,.-3red to fund $15,000 of a proposed $2,�,000 feas i bi I i ty study. The balance 1 $10 9000, will require Board authorization. The Energy Commission called me -today (and asked if it would be possible to get Board authorization on the remaining. $ 10,000 at tonigh"t '(S meeting. I said I would include it in my repo rr and recommend that, insofar as the Board has already Eftithorized the proposal to the Enc,rcly Commission, i -,-- would be Possible and proper for them, at tonight 's meeting, -to authorize the- expenditure of $10,000 contingent upon the receipt of a giv-ant from the Calil -,:ornia Energy Commission 'in the amount of $15)000.. AMS/s mc Box 2.561 0 V 9 k {'fir,�'�•f.�. , „:�*j�w'r ru' f.�,jhT 1...�. !-.... 4 jr ...r........,.�..—..._...........,,..�...++«• Distrjc+ COA, r' ,f r �' �'.c" c� .�` l ��cr + �► �'� ` ' .'"° "Supra FG,r rn(ir .. . ,a.,.,.�.�....M....�»•• e to 9 T was work -ind drove over jut-t ht n. I 11,11.1.l tea' l,I`ftl 0�_e.. '�,..� :� �1�►'��E.�. t.? ;��� ���.�.�` ����--,I`� ��' � t, �"�} off" �,���. �, i I 1 O!:5 'T ;7 ,1. 't')O x :. 1 S�1 e!+ k rz.EL b rrn k m n T � �,i F7; 7"�,d> `r"3. .C_; ,. n c J"+. ..��, - rid, ;'► .�a is,t'., '°` �rl',c7 �'�' E' .► �'l < . t. .,:X- > 7y r i P S tr-emyr. d Vo 1 kw r3. ':�'n in R '�.o T would .t 't)e Id f"0 T t 1"1 e� d-I r e,3 t n c' r.%.ti s t, o f" r,e,n t. n f JR. t"Iv C.(:.)c.,t c 38,3 7b. s t 00 �1-j 0 to!I I. r ' V r7 Y Al r�lcincv tbommt it wu only thfu,- t to 0 -,J s, -11C,0 c 7 �ri t;,,h.fm i!�nfTln.m orlor to puttfL' n,,,,j- hox on. T w-ent bP-Le-%k 'to 'tht!,,b agmnml,%,y on 3/29),/79 fu.vrmr., -I.n the! cnr wmrop� to the poirit thaxt wpl s4 d. n roll thev foun,,� ,-).n sax A re'), el",111C rr'n,-T DWI.}' t I !,, �.l#!b,,fir 11.1 K c* b-ir to t li e n-,t.nf!j.r, bo-x. _fn the 1.n,ichaps n T, arn. liaving repa- ired this week (ax-id t z 1p COP I ES 100 isEnqr, a 150.: lj 0. Fc rmin; All, ;r:F:..e�:.¢°"H'M�YNM�H.��.yriq+'�,py}1i•�`t�+"xill#A it . C rj j , -► bol..I ESf ° Pf rEy.xlr Syr V2 iy �l. �.« �IV i �w y� yap -';dt fr A t :ice, ck•irt d; �T+ . [ A ' d /fit Ll Ehgr. District Counsel k •...�: it _.;y, "� p `SuPt ,/ Forerr-un ap � s' sac � ►�.�x L ,1+� ,�; + r y � J 4-A � q /)YIA fj�_X� V,4L4 Cb"'Nit TV4.^, ot-Aj V Aoj V • Cr' .� ,. -0 7 ara • Y.. �i'�e' p + r • � I'.w+!V°�V'\✓h CA. tjo Y 0(oAA.,cj kA lot'. r i ply 4 rp � ly a�/*J� � R./'i�M�•�'M f� ' � rpm� V�` � d^"�► Ir _' tevi ��/` lot ffiWWW��JJJ � � • � �, F ou J4d A , l t� t r2 57 L00 j; � � 1/ m A C.C 13 4--ert. 02, r l� E S';` � '3t Y11r 1rF. t4� -7►.1 7i:"1� 49, 1�`a',"' �.. Imo: , '�•' ,, � r,,,d!�!(9q'1.� � lrs� ��� w�l"�N'�Nb�.�Ki,�.J.r'��r r�14'�rXrA7�l`.W�IRl� �I#�f�'t{V!►� .R!!�^"'""',.*r.r,.�' n �,il �. .+ ,..� � Ln -o r p DONNER PUBLIC UTILITY DISTRKNJ P*)ST OFFICE F30X 309 TRUCKEE', CAI,Xo7--ORNIA 95734 TELA:.!::'+1,7)NE 587-3896 March 28, 1979 G a r y r C-i ciy Gene ra I I)e I i've ry 1•r,LiCklee Cal i fornic--.i*1 '_?5 7 3 4 Dear Mr. Grady: I iA,,rAfi sorry to 1--,ear of your unp I e.asant experi erg wi th f row water pipes at your ho--isc.l. on Jefferyf Pine, Road. it was distressing to learn that yof:i did inot call th('a Public Utility District first. When our water Service li,ries betvveen th rr,, * ns and the CUStomers ' water box freeze, it is our pol- ic,.Y, t-o t.`FiA-)w and if necessary , t'Oese, water linets at no cost to the, c us tome r. Thc-., District , lhr.-)vlever, is not r(!-3ponsible -for 'Frozen water lines bektond 11. the water, box no;- For any consequent 1;_i I damages that may be suffered becrF)LJSC' 017 tl-)e f7,-e(. _,q f tile, District owned water line. Your claim will be con-- 41, at our o,_-j-xt Bo.;ard Meet i ng on April 2, ]9.. -19. If you wish to be pren- sent to provide any .-Maitional infc�rinatilon that might be helpful to the Board in a dec-ision, you are inorca than welcome to attend the Board Me12-A i ng. The Me,,-:%ting 1-.)eqins at -':00 P.M. ii-aid is held in thcr District office. S i n ce-,i'-e I !,I i Iton S eayrrou r e n ..,r / - - 'I M a n,,_�i q i A M S/S III C CC: Board 0 f D i r CC.t.e r S E. Grumet E � M /•d F ` e �.....� + •�t• .+ rya''+�• .,!`•.•rr.y• w 0 \' C A r S l. 7T �'V.h ,_ r _1 I t -l :+is: .a+3nii +r�i�iwi6iwrl�G/� r rMl .++r+ -A 94109 .t.1.� ! .',,.-j 1 , �•..� �••.. ,1. J ..r i r .5,.> ... 4.•l L.i' .. •./' •r.►" .8.: .i :J P.,f.,) 1,l� v ••' r. w: .•r b . .o :.✓ �'':✓ :Ir L� -. e s 5J La i.i\..,{, e Y).l!' 10 •w-rR....A a14.L+..i.Jt+.�Lr�,.i...I..«L...n.�a 1 - ;r.- n.• �,. �•In r 1 '''d�?fir'" t .t r �� f' '}:' :3 ti I0 y t F', n the Forest , w + :►i a?a •1'1 �~� C:a T r ' � r .- •�� r� .7 �r.� �rti � � .� F�� f �' e,T e t I e� -r,I: .And �.��,.: P: (-)x�o, 1 aff .�ts m 'property ,� f•1 �• ..•1• ..�i.~•'._r_.Y�r„ �+mow. � _ • • dl. -TZ � ��i � ,� , ` 7-- ,aA� ... .,�1-A§r P, ';v nr+o"w•.�.. Yr� A.k:: vi C)-•:f 0 1�� :� .:{'���"� � � aT t e t 1.1 y o p >e ,o any 1l, �Y7 quo t 1 �.�._..r,a1.t�~ .i. �' �. ,; t I.Jane Ease7ent land being q � � .�� :rc .�:- ;. 1. y as 'i:.)t e th at tli.e e a s eIn ent provid e s rye, e,:-., f`i:f't�] .'4.4 M,�. �k��.�r:�f$,-, ° b l-t J e e y{r c ��y{y�;e��:lw a l enterprise and .. H17F °Y1 3 e, . �1J l yJ S._:- A./ �I. .d ti.. Lil. .�.. - �! ,> a r/ cl e-e)t i_ �.1 1',e Y,)."�•b���r o o d. 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'.,• +1 � •� - � _ _ � .._ 46 7A c 0 6 AI�•�_ � � � ' _ J f� v•1 83..�' y 1� �.II S - ��� `,;µ,• .,1 ��' •'l,�.. � � • + • v M ' • r y � _ SO KvJC)I ,1 ".-... .•r...r..r...r•. y .+....+..•w+•••�••�•r,...•w+•••r. .•rwi.e.,_ •r•O-.I•�.f•„�w...ab.b.n•N.wef•�•♦+wa•+�a..+•rrr•....r.w•r•.•r••.,•♦,r•���r-•••1•0••�•�.. rw...sw.••••r'•'r...�y.N' - t •.rr.,•-,•••r.r w..r�u•.•.r.r.r.•,..••••..+•Y••r+w.+,.r-wsair.•rw�••r,•ww••.••.r.•M••r+1,••••..►-'••'•�+�••��, • : , , r r , • t O TRUCKEE-DONNER PUBLIC UTILITY DISTRICT POST OF F-ICE 9-OX 309 T R U C K E E", (7,A 1_1 F 0 R N I A 95734 F I_F7 r H 0 N F- F 87-3 SI 6 D R A F 1' Apri 1 2, 1979 DEVELOPERS: New Frontier Ranchos and Ponderosa Palisades Duplexes 'Ide have been reques r ted by Wes-en Title Insurance Company to provide informatit,-)n for transmission to the Department of Real Estate concerning your developi-marit. While we are on record with the Nevada County Planning Depart- ment indicating a vd ? 1 i ngness to serve your project provided that certain con- ditions are met, vie. need to take op(, additional step--, before fUrnishing in-- for,mati(-_),I for the California Department of Real Estate. hat additional step is the preparation and signing of an agreement between the Public Utility District and the developer with regards to the provision of both electric and water to the proposed project. Such an agree- mv,e,n't is reqUired in the case of water by the guidelines for water development a0pid is also required b�l our Board foi- electric Utilities for a major real estate development . AlthOUgh, '1'\"believe, this agreement will only confirm what we undellstfand verbally,, itQ'jill however, lend a great deal of credence and stret"igth to the inform& - ion we can then supply to the Department of Real Es-tate. In the Jong rdn, we believe, such an agreeiiient will be very much to the advalk-itage of your prospective PLI,--chasers . Nie Board of Directors of the Truckee Donner Public Utility District has directed the Disti- ict Engineer, Dan Cook, and the District Counsel , Steve Grui-tier, to prepare a suitable agreeme--tit -for your cons iderat ion.Once you and (-)L]:- Eng i!-I E.er arid i"_)Ir'1t- Coel have reached an agreement and the agreement is PLA t i n f na I f(Di ,�,� --rn, I then be presented to our Board for the r approval I and signing. I f YOU have arty questions concerning this procedure, please don' t hesitate to contact Sincerely, A. Milton Seymour Gleneral Manager jk Apri 1 1 ? 1979 rf.jK4 t � .. a. k 1 � 1..s#.i'•a c 5,,j �S. 'i� �•... r... ,r Board of D1 rE c:tr�r Truckee-Donner Public: Ut.� 1 fty District - ; . Truckee, California r To all beard merrjbe rs Plans for the 1978 annual report, now include 55000 single-color booklets with photographs , s i x by � "'Inches ,� . .� nine n�• 'Inches i n size car somewhat larger-, at a total cost not �o exceed $r"),,000. Sincerely, ler Gail Terry Grimes (Wri ter--ed i tor-des 1 gner) Headings for Truckee.-Donner Public Utility District 1978 annual report Greed:,ings from PUD board chairman Here' s how it all began (a history of th(`� PUD) Here we are (Pictures of F)LJD board and staff) 1978 'In review Electr"IcIty Water Purchases Comm u n"I ca t i o n s People Fringe-Area Agv-!eemr-I.,nt 1979 and beyond 1978 financial report (where it. came from, where it went) 11979 financial report (forecdst) Rates Standby charcles Meters RUles and requlations (that affect customers) Think about it (energy manag&.-rent) L i t i g at i o n i RUCKEE DONNER PUBLIC UTILITY DISTRICT F REGULAR MEETING OF APRIL 2, 1979 ENGINEER'S REPORT 1. PROJECT 7 7--1 A di.f ficulty has come up on Roen's part of your 77-1 project. The motor that has been provided by Peerless Pump at the Southside Well No. 2 is in non-conformance with the plans and specifications . The plans and specifications require a part winding reduced torque start so that the starting current draw will not adversely affect the power distribution system in the S ouths ide area. Once the power was installed to the building by the P.U.D. , the electrician for the project set about to make his final connections and discovered the shipping error by Peerless. Peerless has been put on notice to provide the part winding motor with the required twelve leads so that the project can be completed. There will be a delay time of 8 to 16 weeks in getting the motor and completing the installation. Therefore I request that you table all further cons ideration on Roen' s portion of the 77-1 project until such time as a new motor has been installed and the pump properly tested. 2.. Attached as page 5 to this Engineer's Report is a complete narrative description that sets forth the circumstances existing between the 3 ro' ect balance sheet that we provide you monthly project and your fund balance sheet that Mary provides you periodically. There is no discrepancy between the two funds when all ex.pend�.tures are accounted for. You will recall that out of District general funds substantial monies were advanced to Cook. Associates prior to the receipt of the loan and grant. When the general fund amounts are added to the project related cost to provide the phase e converter and protective enclosure, the two systems of accounting show an identical balance. 3. Sewer Assessment District No. 5 is proceeding at the present time. Critical dates during the early portion of the Assessment District Proceedings include the Nevada County Advisory Review Committee Meeting, 11: 00 A.M. on April. �; 1979 . Environmental considerations and overall prof eot benefits w* 11 be considered at the A.R,,C. meeting. The Nevada. County Plann*ng Commission will review the project for conformance with the County Genera. Plan. on April 19 , 1979 during a night meeting. Unfortunately, _1_ S .A,D. 5 is the last item on a very long agenda. The Board of Supervisors will review the project benefits , environmental impacts and related considerations at their April 23, 1979 meeting and determine whether or not an Environmental Impact Report will be required for the project. Comments by the District and/or individual board members would be appropriate at each of the three meetings , 4. Attached as page 10 of this report is the 1979 version of the Cook Associates standard rates ., charges and fees . We also have been adversely affected by the double digit inflationary condition that has affected the District, the State and all persons ons w3* thin this nation. For comparative purposes and ease of reference, included as page 11 of this report is the 1978 fee structure and page 12 contains our 1977 fee structure. 5. STATEMENT OF LEGAL LIMIT ON ENGINEERING FEES CHARGED FOR PROJECT 7 7-1 The question raised .relates , as understood in a second hand request,, to the inspection fees charged for the project if I understood the question correctly, it is the same question that I answered about four months ago verbally to the Board. The August 10, 1977 Agreement provides inspection fees shall not exceed the values specified on Attachment I as signed by Mrs . Sutton on behalf of the District. The maximum legal limit set forth is therefore: $222543*90 We have billed net to the District on this work order covering both Roen and Jetco, a total of $18,920,24, The inspection coverage as provided was full time whenever the Contractor was in to�vm as per Board directive in lieu of the random on-site visits and full time at critical periods . The Contractor has been charged $1,530 for overrun inspection costs . When the J ro'ect is com leted the total of cost will be approxi- y p p approxi- mately 98% of the budgeted value - not too shabby for a $300,000 effort. -2_ �__ �r 6, COST OF AIRPORT WATER COMPARED TO NORTH SIDE WELL WATERS There is a cost associated with line loss from the Airport to the Donner Trails Tank. The losses are directly proportioned to energy cost and therefore the cost is proportional to the square of the flow in the transmission main. Additional Cost of Water from the Airport As Compared to Northside Well per 1000 Gallons Est. Year Flow GPM 12" Main 14" Main of Demand 500 0.4(,% 0. 2(,% 1980 750 0.9i'% 0.4% 1982 { 1000 1.5�, 0, 7(r% 1986 1250 1,8�- 1. 10, 1989 1500 2.3�- 1.7(, 1992 1750 3. 2, 2.0o, 1996 2000 4. 2o, 2.5 2000 ,..�-4 2200 5 a k- 3.0(,% 2010 'App roximate' ability of existing Airport Pump - theoretical 7 . PROPOSED WELL STANDARDS For some time now there has been discussions concerning the possible addition of Well standards to the Guidelines and Standards that the District has been utilizing. Attached as e E-67 through page E-86 of this report is a rough draft page for your consideration. 8. STANDARDIZED METHOD OF CONVERTING WATER DEMAND TO DIVERSE DOMESTIC, COMMERCIAL AND INDUSTRIAL POPULATION IN THE TRUCKEE AREA Section 4 of the Dis tric t Guidelines and Standards discusses design criteria for water source, distribution) flow and required flow. The basic answer to this agenda item is expressed as : r3« -•wrote - t D• _ (g,) (Pi (Li) Y - -1440 (units) Where yDi = Projected water demand in year y per design loading interval i (peak day) . gc = Water consumption per capita per day. Pi = Population per household during the design p loading interval. i. 1440 = Number of minutes per day (translates peak day demand into demand per minute equivalent) . Units = Number of dwelling units projected in year y to the system controlling point under study. Li = Peak day demand expressed as a multiplier of average daily demand per capita, gc. The relation of peak day to average day will decrease somewhat as more permanent connections are made to the system. See Figure 7 attached as the last page of this report. Respectfully submitted, COOK ASSOCIATES By 14,tan- Cook -4- j TRUCKEE DONNER PUBLIC UTILITY DISTRICT PROJECT 77-1 BALANCE BETWEEN COOK ASSOCIATES PROJECT SPREAD SHEET AND DISTRICT'S Fm.H.A. CONSTRUCTION FUND REPORT Balance to be shown bet�geen. Cook. Associates spread sheet page 3, showing last expenditure entry of 2-21--79 to Cook. Associates in the amount of $2,820. 60 with a fund balance of $10, 204.95 and the District' s bank balance on March 145, 1979 of $30,097 , 56. Expenditures shown on spread are taken from letter to Board of Directors dated 11 f 10/7 8 from Mary Chapman The first three items or expenses were considered non eligible for project funding and were not included in the spread sheet. The expenditures shown on page 1 of the spread sheet dog. to and including 6-9--7 8 were for District Administrative expense and payments to Cook. Associates . No Fm.H.A. funds had been received to the above date and therefore payments for these expenditures were made from the District's general fund. The total expenditures from the general fund up to 6-9-7 9 &--nounted to $18,878.78 and is shown as a deficit. On 7--5-78 the District received $1862000 from Fm.H.A. The $186,,000 plus $1.00 from the District general fund was deposited in the J ro'ec t fund and is shown as a balance of $186,001 on the P District project expenditure sheet and is shoe as a fund balance of $167 , 122. 22 on the Cook. Associates spread sheet. The $167 ,122. 22 balance is arrived at by subtracting the District's expenditures from the general fund of $18,878. 78 from the $186.,001 deposited. The expenditures and payments from Fm.H.A. , or deposits , are the same on both, the spread sheets and the District's project expenditure sheet, except for two entries . Those two entries are shown on the spread sheet as District Admin* s trative expense for $832. 74 and $181-09 on 9--2-78 and 9-5-78 respectively. k These expenditures were made to Grayber for phase converter and to Wedco for electrical materials . These expenditures are shown in the letter to Board of Directors ., Fm.H..A. related expenses , but are not shown on the District project expenditure sheet. Since the District has not as yet repaid the general fund for initial. project expenditures the District project fund shows a balance of $30.,097. 56 as of March 14, 19790 D�. 's 'tri ct Balance $30,097*56 Paid from District general fund prior to 7-18-78 deduct as sho�m Cook spread 18,878.75 sheet as fund deficit $11,218.78 Payment to Gra.yber 9-2--78 Ck.No. 14136 Deduct 832.74 Payment to Wedco 9-5-78 Ck.No. 14083 Deduct 181,09 (These 2 payments apparently from general fund) s shown. on Cooks read sheet $101)204*95 Fund Balance a P The final g e n l amount remaining in the project fund to be repaid � to the District general fund will be determined upon final payment to C. W. Roen Construction. R4,7L'CT SPIL'.rA� firzE�.:.l - ri CvEC� 77 �. W ATIViR SOURCE AUG�IENTATION & ELIMINATION OF SYSTEM LOS SZS •- SCHEDULES, A, 3, C 6 D unc F r'1'•1 T.'�� •�T rti y_►.�%.:��':i!�.'I. �•.s o C rs �7 l L+t w tvmcl��.. O �OC7{ L i..�. I 73312 I (� I n Admin. 7/,.�02- 77315 17.31.8 773 Checr� tio. +���-?�-�aD11 c 1c�L�.c A Sch. B C & D Cost Pre1.T�n, T'm�A �n �prC�I.Baru �;ons t�, 'l .n?r nss� "L�:... 1 ;►�7 ; 345.58 1 (345.58)11 --3-;7 ' 1')�,c�2 I 350.34 E , (695.02)' 00 91.30 12 7�0 ! -- -- f R i 202.49 223.80 j (1,357.51) 163.30 �..ell 7 1.1 99 3 1 ' {, 187.10 11994.96 1 i '(3,701 3 3`9 281.50 28.70 1,592.7 2 i 277.60 '35,�=.._...,..y i t -, 11324.90 2,182.27 ' wc'06)_ f l,a:8,53 3,508.35 , (131917,11 - - _ 5k 0 :_3 100.00 1 1 353 55 15000 r -; 11.001 --.-.- — .•7 •;s 0�� I f 27,9G7.50 -- 1.86 000 38 284.20 27 967.50 116,00 1. 578.51 439,60 51931,1.1 10,814.56 S11 cc t 1 . • i r w •` 4 ..,.. _.._ .._...-.._._.._.._._--__._.--......-.,-'-..-.--..._,-.----^-.^^__....r.•__'__.--r_^...fw:._--.t_f...-.-.4vy,v ..:..._.!s..^.+.Y'_1/'..siv++h i.ti.^ iW F:.r _ .MwL' ..M...tw.�few.w+A:.4h.v7.-PY•i:d-'r'+K.:".rit'.i y `CJI�u S,� ,AD S �.r f�' -- J'-Rc'.s"TTT 7 7--1 sO:f�CE AUGl ,,NTA�I0N & ELIM:NAT xo1\+ or sYs"..1.7,MA, LOSSES -- SCIT D ILES, A, D, c & D _ __ ._._._ ,-,--,,, 4'-t `r'C:^ .�•eCi i. '~ '.'.� : • ��;',��=;!�`-c`":i� , o iff ca _....._._a.. .......-...._ 1 /co� o .ztCs t ";c'1tr to Contr^cto7 D-is trict P.Iv:nrnt to C ELncle� x C. Rom Cons, Admin. 11U2 , am� . - � l orC}. , _a � � C � � B & n Cost L � Cl .r.c n iri .•r!1.. .... - - �, n 57 379.8? 004 43,490,70 , 3 I 31,648.50 25_,731.32._._.. 1 4,413.601 21)317.72 7 .007 3,022.55 i 18,295.1. �. 46 2.-43 832.74 17, '--i 1=. JJ 1 1 17 34 14033 a 181,0^ 9 f ! --- 402.67 7 051.50 I 3,8 2,.17 _�_y__ • r 1 3,825.6578L.52 (; •. f ► , l 12,5 55,00 +f 93,5�6.52 . ,n, 39,07 8.00 ; 54;/48.5 2 ,. i, �r ! f 1 ! 63 097,20 7.7 746.50 'r2036.38 0 0 0 ; 14,641• `' .. _.._.. 11.3,10.0 o , .. I 5 93I..11 10 31..4.561, 0 - 186,000 j 38,284.20 27,967.50 � 116.00 1)578,51_. . ���.C'0 $299 400 $101.,331,40 $105,714.00 $4 1.52.38 $12578.51 $439.60 $5,931..1.1 $10,814.56 $14,641.9 2 _ r y S;1^C..'. 4 M e , ' 1 It V d`V.+ 1l�/\?�+�.rJ.Vr�lllrJ'.:.�4`r �� s~l+rll.i7I}_�1►L�r1,.O O 1JYSTIi11 LOSSES ~ SVL1EDU�,EJS+ A� B? �J & .�✓ r ..ter.-...+r..+r..�-.«_.......ram. -- ---- --r...+_.�.�..n.+�..�-�•.r�w rr..�,�-_.-.. ..-..-.-....�.�+•...w.r+.....w • i' } ....o.....,� (, •r D i U r•, �!Il��J. r 1. \1•.J lJ!4 �i \� •r 1�.. J �.� ' 1,'L,t i �,.,_ �"_..,�7';'-. t:t' C,C..y Z�'1:r.C.1:)7.•i�� � 1.i..C�.: I�;,��_._...1., '71 7 iS J�2 ,, 1,;, ,- 4,z`,.�c �_. 3U2 `173?S ?73�3 i v ? C S p I" 1~ �1.C?j, LlV �'C�^, t '1.��_�'1 r' ;�, S i n�__•�.r ._..� :�c �c o �,.��:f ��n cr►���c tt.t !� 1 S c_�Z. l� C �.t D 1 s.n r mN __._�.__.�.;.._�..- 1 ! . r..:,. .l� � f 48,639. �?? '? C. 106 1 70 ' ! ; ? 1 4 o7Zi 95�,.54 ! 3107. 110 ., 13,0 2�.r ` 1,280.�5 -- E 2,820.60 -i0,20' �� 0 ? s0.,ii 25,372.7 0 1,279.75 0 0 U { 0 5,b08.3 _ r..++ww-w.»..rr_�._.r.w..«.r.»..-w.rr*-_.+•1 ..r- r+.r..»F r . ...- --.-.-�..+..w.++.-.�.r..+-_«-».-��.......�___ { 439.60 ! �3� 1 10,83.4.56 14 641.92 ' 4 31.5 .3 3 2 9�4)0 I ?_��1. 3�, . +U 4 105,714 00 2 1 578.51 , �,>.��� r � ( _.rr.w�.www....w•w .r I�wrrw u` r 1 578.51 439.6U 5, 10,814�.56 2U,450.24 lo' ')o •9' _ _ 99 4.62 20 Z3l 0`6,70 5 4�2. .3 ` --- �.� Date- , 2.,,�0 C) �.�_3, _! a � , R i f r 3 r r ' ...-..•rr-n.u,- .,.«.r-rt-,.,w.r.-.,..�+...w......+•k-.... w.�•...w..�........�..y.,-.».�..*�,,........r.«....-_., - ....y..»..ww,....y,.,.:»+�...� ....»r.........,.„...,...._........,u.....,...„« ......wa...........»�..�. .,,. .. , .... . w ... .., � ..... ... , . 1 • STANDAP.D FEE SCHEDULE �.. y COOK ASSOCIATES -- ENGINEERING CONSULTANTS 2060 PAPa AVENUE OROVILLE, CALIFORNIA FEBRUARY 1979 Bice Hour Rate Principal Eiacrineer .$32.00 Associate Engineer � 27,oO Assistant Eng ineer 24.00 Junior Engineer 18 00 14.00 Engineering Aid .. . 18.00 -Designer/Draf t sma . 715.00 Draftsman 10.00 --Juili o r=D ra f t sma.n 8.00 -Clerical Field Nuclear Gauge Operator 24.00 - 20.00 Resident Inspector ns �.7.00 Assistant Inspector I p 48.00 .3 Man Spirvey Party 37 .00 2 Man Survey Party 19 .00 -P arty Chief Travel in. Company. int Mileage charge of 120�,% per mile will be charged for all travel outside general area. of the work. red at .the rate of $20.00- per f lyin.g, hour. Aircraft travel will be charged O Caer Fees Actual Cost Subsistence Cost Telephone Actual. . Actual Cosh Computer Services 41 l Cost Electronic Distance Measu.r�.ng Equipment Actual Reproduction - Actual. Cost • Actual Cost outside Consultants & Services • � be determined and fixed as de f ir�ed At the cl�.ent s option, fees may . • of Civil Engineers Manual. of Practice 45 . Prices �.n American Society g ' of a�isted will be given upon request, as well as for other services n ' quotations o n s for programs rams �.nv o lv ing volume work.. special quota P g Terms re net 3o days s unless other��ise specifically Our standard terms a. � r¢ dried to - , Interest of 0.7'% per month will be a provided in grit . g overdue accounts . , STANDARD FEE SCHEDULE COOK ASSOCIATES - ENGINEERING CONSULTANTS 2060 PARK AVENUE OROVILLE CALIFORNIA FEBRUA.RY 1978 Hourly Rate Office ._.._..� .....� . $30-00 PrincipalPrincipal Engineer 25 .00 Assoc .ate Engineer 22.00 . Assistant Engineer 17.00 a junior Engineer 12.00 EngLneering Aid 17.00 _ Principal Draftsman 16.0{ Senior Draftsman Draftsman 10.0 Junior Draftsman 8.00 Clerical Field Nuclear Gauge. Operator 20.00 Resident Inspector 17.00 Assistant Inspector .00 4 Man Survey Party 50 45 .00- 3 Man Survey Party 2 Man Survey Warty 35 .00 19.00 Party Chief Travel in. C om a.n E cLuuipmen Mileage i1�. be char ed for- all travel c�ia%ge of 15� per mile w g u.tside eneral area of the work. o g - wed at the rate of $16 .50 per flying h.ou.r. Aircraft travel w�.11 be ch.ar� - Othar Fees Actual Cost Subsistence Actual Cost _ Telephone - _ Actual. Cost Computer Services ui �.eht Actual, Cost ` Electronic Distance Measuring Equipment Actual.. Cost R.ep ro duc t ia-n - _: � Actual. Cost . . outside Consultants & Services client t s option, .fees may be determined and f z ed as de f Ined At the 1 of Practice �-� . Prices _.. ' Society of Civil Engineers Manua zn Americ an y10 • listed �ri.�.l be even upon reauest as wel.l. as for other services n.ot g s cial quotations for o programs inv o l.v ing v o l.ume work e � p Terns our standard terms are n.et 30 days unless otherwise specifically . of 07510 er month will be added to provided I.n w-riting. Interest . p overdue accounts.. STANDARD FEE SCHEDULE COOK ASSOCIATES - ENGINEERING CONSULTANTS 2060 PARK AVENUE OROV I LLE, CALIFORNIA February 1977 Of ce Hourly Rate i Princ-.pal Engineer $30.00 Associate Engineer 23 .00 Assistant Engineer 20.00 Jun; Engineer 16 .00 Eng i n e ering Aid 11.00 Principal Draftsman 16 .50 Senior Draftsman 15 -Q0 Drai t sr�an 13 .00 Junior, Draftsman 10.00 Clerical 7 .00 Field Nuc� g l ear Gauge Operator 24.00 Resident Inspector 20.00 Assistant Inspector 17 .00 4 Sian Survey Party 50.00 3 Survey Party 45 .00 2 Man Survey Party 35 . 00 Party Chief 19.00 Travel in Corn an E ui ment Mileage charge of 15� per mile will be charged for all- travel outs`d e general area of the work. Aircraft travel will be charged at the rate of $16 . 50 per flying hour. 0 the? Fees Subs s t ence Actual Cost Tele =one Actual Cost Cojr:�u ter Services Actual Cost Electronic Distance Measuring Equipment Actual Cost Re roduction 3 Actual Cost P Outside Consultants 6 Services Actual Cost At e client ' s s option, may be determined and fixed as defined t. p y in P_.erican Society of Civil Engineers manual of Practice 45 . Prices for other services not listed will be given upon request , as well as spe Ciai quotations for programs involving volume work* TerTM:s Our standard terms are net 30 days unless otherwise specifically P ro��.�ded in writing. Interest of 1%% per month will be added to overdue accounts. 1 L DRAFT OF TR.UCKEE DONNER PUBLIC UTILITY DISTRICT WELL STANDARD TO BE INCLUDED AS SECTION 14 OF THE DISTRICT'S GUIDELINES AND STANDARDS TABLE OF CONTENTS Pa e 14.0 0 WELL STANDARDS ------------------------------- E-67 14.01 DEFINITIONS -r r------_--_r_--_-__r-_rr_r_--___ 14.02 AP PLICATION TO TYPE OF WELL ------------------- E-68 EXEMPTION DUE TO UNUSUAL CONDITIONS ----------- 14.03 EXE E-68/(/{ C�.JUSIOiiS -----------_------------------------ E_ 8 14.04 EX 14.05 SPECIAL STANDARDS ----------------------------- E-68 14.06 WELL DRILLERS - - -- ----__r-__---__r___-_rr E-68 - w-_r_r- -r r-__- E_.�__r-_r_r �► 14.0 7REPORTS _ 68 14. 08 WELL LOCATION; SELECTION CRITERIA -_rrs_rw_--r- E 68 14,09 WELL LOCATION WITH RESPECT TO CONTAMINANTS AND POLLUTANTS ------------------------- 14, 10 SEA ----- E-69 LING THE UPPER ANNULAR SPACE -------_--_---- E-70 14. 11 SURFACE CONSTRUCTION FEATURES ----rw_r_-_--rs__ E-72 AND OTHER SANITARY REQUIREMENTS -- E-7 3 14. 12 DISINFECTION _ w-w_-.�_r r_ w__ w r.�-_ 'r __ _r r e _ w E I 3 14, 13 CASING 14, 14 SEALING N�I OFF STRATA --r-----_------r_-r--------- E-76 14 15 PUBLIC WATER SUPPLY WELL RAT INGS -r w.r r--_r--- E- • 76 WELL DEVELOPMENT ------r------rrr_-r_______- E-77---- 14, 16 14. 17 WATER. QUALITY SAMPLING - -------------------- E_77 14. 18 WATER QUALITY MINIMUMS --------_-r_w_r_______ E-78 14. 19 SPECIAL PROVISIONS FOR LARGE DIAMETER SHALLOW WELLS ------------- _r--r___-___-- E-80 14. 20 SPECIAL PROVISIONS FOR DRIVEN WELLS ----------- E-82 14. 21 REPAIR 0 R R DEEPENING OF WELLS ----------------- E-82 14. 2 2 TEMPORARY C OVE ----------------w_-_---_-_r-r r- E-8 2 14. 23 PURPOSE OF 1� i.L DESTRUCTION ------------------------ E-82 14. 24 DEFINITION OF "ABANDONED" WELL --------------- E_82 14. 2 5 GENERAL REQU I REMENT --------------------------- E-83 14. 2 6 REQUIREMENTS FOR DESTROYING WELLS ------------- L_83 'x DRAFT OF TRUCKEE DONNER PUBLIC UTILITY DISTRICT WELL STANDARD To BE INCLUDED AS SECTION 14 OF THE DISTRICT'S GUIDELINES AND STANDARDS 14.01 Definitions - A. Well or Water Well - Applied herein shall mean any artificial, excavation constructed by -any method for the purpose of extracting water from the underground. This def ini tion shall not include wells used for the purpose of (1) dewatering excavation during construction, or (2) stabilizing hillsides or earth embankments * B. Community Water Supply Well - A water well used to supply water for domestic purposes in systems subject to Chapter 7 of Part 1 of Division 5 of the California Health and Safety Code. (This definition includes wells commonly referred to as "Municipal Wells" or "City Wells" , or "District Wells" .) C . Individual Domestic Well - A water well used to supply water for domestic needs of an individual residence or commercial establishment such as an apartment house, cafe, gas stations etc. D. Industrial Wells - Water wells used to supply industry on an individual basis (in contrast to supplies provided through community systems) . E. Agricultural Wells - Water wells used to supply water for irrigation or other agricultural purposes , including so-called I's tock wells" . F. Horizontal Wells Water wells drilled horizontally or at an angle with. the horizon (as contrasted with the common vertical well) . This definition does not apply to horizontal drains or 'wells" constructed to remove subsurface water from hills ides , cuts or fills (such installations are used to prevent or correct conditions that produce land slides) . G. Enf orc in A enc - The Truckee Donner Public Utility • M District and/or duly authorized local, regional or state government to administer Laws or ordinances pertaining to well construction. E-67 45 f+ 3 14.02 A location to T e of well - Except as prescribed in Ap P ., -Sections 14.03 and 14.04 (following) these standards shall apply to all types of wells described in Section 14.01. Before a change of use is made of a well, compliance shall be made with the requirements for the new use as specified herein, x 14.03 Exem Lion Due to Unusual Conditions - If the enforcing agency finds that compliance with any of the requirements prescribed herein is impractical for a particular location because of unusual conditions and would result in construction of an unsatisfactory well,, the enforcing agency may prescribe alternative requirements which are "equal to" these standards in terms of protection obtained. 14.04 Exclusions - The standards prescribed in Section 14.08 through 14. 22 do not apply to test holes , observation wells , exploratory holes . Note however that, Section 14. 23 through 14. 26 P y does apply to these wells or holes , 14.05 Special Standards - A. In locations where existing geologic or ground water conditions require standards more restrictive than. those described herein or in addition to them, such special standards may be prescribed by the enforcing agency. B. p y Special standards are necessary for the construction of horizontal wells and other unusual types of wells , including galleries and other similar excavations . Design of these wells is s ub j ec t to the approval of the enforcing agency. 14.06 well Drillers-- wells shall be constructed by contractors licensed in accordance with the provisions of the Contractors w (Chapter 9 Division 3 of the Business and Professions License La , � Code) unless exempted by the enforcing agency. _14.07 Repor is - Reports is concerning ernin the construction of water wells _ p g shall be filed in accordance with the provisions of Sections 13750 (Division 13755throe h 7 , Chapter 7 , Article 2) of the Californiag Water Code. Three copies of said report shall be filed with the Truckee Donner Public Utility District, 14. 08 well Location• Selection Criteria - The selection of any proposed public water supply well shall. comply with. the following P requirements in addition to C .E.Q.A.. as implemented by the District Guidelines . E-68 f 5 i j f A There shall be a geological report prepared for each and all site under consideration setting forth the probability of a producing well, the expected yield, the area of recharge, the expected annual recharge quantity and the anticipated well construction details . B. There shall be an environmental assessment of the primary rimar impact that can be anticipated from the construction of any well that is to form a part of the overall community water supply. The assessment shall also speak to the construction of transmission mains necessary to place the well on line. C. A mitigation agreement shall be prepared by the District addressing the adverse impacts identified in the environmental assessment. The agreement shall be endorced by the moving party and the governing agency and the agreement shall provide appropriate offsets for impacts that can not be properly mitigated. Lacking a ropriate offsets and proper mitigations the site under study PP � . shall be abandoned in favor of a site or sites for which appropriate offsets and mitigations can be agreed upon. 14.09 Well Location with Res ect to Contaminants and Pollutants - A. All wells shall be located an adequate horizontal distance from potential sources of contamination and pollution. The following . 0 horizontal distances , which are based on past experience and general knowledge, are safe where dry upper unconsolidated formations , less permeable than sand, are encountered. t Community other Water Supply Wells Wells sewer., watertight septic tank, or pit privy 50 Feet 50 Feet Subsurface sewage leaching field 100 Feet 50 Feet Cesspool or seepage pit 150 Feet 100 Feet Petroleum storage vessels 300 Feet 200 Feet Petroleum product pipelines under pressure 500 Feet 200 Feet Where in the opinion of the enforcing agency adverse conditions exists the above distances shall be .increased or special means of protection,, particularly in the construction of the Well, shall be provided. E-6 l B. In addition, the well shall be located at a position that is up the ground water gradient (upstream) from the specified sources of contamination. C . The top of the casing shall terminate above any known conditions of flooding by drainage or runoff from the surrounding land. D. All wells shall be enclosed in a building that shall be specifically designed to provide for accessibility for repair, maintenance, etc* 14. 10 Sea.lin the U er Annular S a.ce - The space between the well casing and the wall of the drilled hole (the annular space) shall be effectively sealed to protect against contamination or pollution by surface and/or shallow, subsurface waters as set forth herein as Figure 1. A. De th of Seal - Following is the minimum depth of seal below ground surface for various uses of wells : Depth of Seal TVVV e (Below ground surface) Community water Supply Wells 50 Feet Individual. Domestic wells 50 Feet Industrial wells 50 Feet Agricultural Wells 50 Feet B. Sealing Conditions - Following are requirements to be observed in sealing the annular space: 1. wells that are fully situated, or at considerable depth, in unconsolidated, caving material. a. Where the cable-tool method of drilling is used, an outer casing (conductor casing) may function as the seal provided the length of the conductor casing corresponds to the depth of seal specified in Part A of this section. - (See Figure 1.) b. Where the rotary method of construction is used, the annular space shall be filled with sealing material to the P depth specified in Part A of this section. When a temporary P conductor casing is used to hold out the caving material during placement of the seal, it may be l e f t in place or withdrawn as the sealing material is placed. (See Figure 1) E--70 c s t 2. wells that penetrate stratified formations . If an impervious (consolidated) formation is encountered within 5 feet of where the bottom of the seal described in Part A of this section should terminate, the seal should be extended into the impervious formation. (See Figure 2) . 3. Gravel packed wells . In wells constructed wi thout a. conductor casing, the gravel pack shall terminate at the base of the seal. Gravel fill pipes may be installed in the seal. In wells constructed with a conductor casing (which allows the gravel pack to extend to the top of the well) , the annular space between the conductor casing and the wall of the drilled hole shall be sealed to the depth specified in this section. (See Figure 3) 4. Wells that are fully situated in consolidated rock. (Open-bottom wells) . An over-sized hole must be constructed to the depth and diameter required for the seal and casing installed to retain the seal.. (See Figure 4) . C . Conductor C as in - For community water supply wells , the minimum thickness of steel conductor casing shall be 1/4 inch for single casing or a minimum of No. 10 U.S . Standard Gage for double casing. Steel used for conductor casing shall conform to the specifications for steel casing described in Section 12. D. Sealina Material - The sealing material shall consist of neat cement, cement grout, puddled clay, or concrete. The neat cement mixture shall be composed of one bag of Portland Cement (94 pounds) to 5 to 7 gallons of clean water. Cement grout shall be composed of not more than two parts by weight of sand and one part of cement (per bag of cement) to 5 to 7 gallons of clean water. Quick-setting cement, retardents to setting, and other additives , including hydrated lime to make the mix more fluid (up to 10 percent of the volume of cement) , and bentonite (up to 5 percent) to make the mix more fluid and to reduce shrinkage, may be used. Concrete used shall be "Class A" (6 sucks of Portland Cement per cubic yard) or "Class B" (5 sacks per cubic yard) . E. Thic kness s of Seal - The thickness of the seal shall be _ at least two (2) inches , and not less than three (3) times the size of the largest coarse aggregate used in the sealing material. F. Placement of Seal - The sealing material shall be applied, if os s ibles in one continuous operation from the bottom of the possible., interval to be sealed to the top.. E-71 F 14. 11 Surface Construction Features - A. Openings - openings into the top of the well which are not constructed to provide access to the well shall be sealed. Openings designed to provide access into .well casings for making measurements ,, adding gravel, etc. shall be protected against .: entrance of surface waters by installation of water-tight caps , and against t entrance of foreign matter by installation of caps , plugs , screens . or downturned "U" bends . 1 Where the um is installed directly over the casing, pump an annular watertight seal shall be placed between the pump head and the um base (slab) , or a watertight seal shall be placeda P p um between the pump ��base and the rim of the casing, or a seal or well cap" shall be installed to close the annular opening between the casing and the pump column pipe. 2. Where the pump is offset from the well or where a submersible um is used, the opening between the well casing and pump an�' pipes i es or cables whiwhichenter the well shall be closed by a watertight seal or "well cap" . 3. All holes in the base of the pump which open into the well shall be sealed.. 4. pump If the is not installed immediately upon p completion of the well, or if there is a prolonged interruption in construction of the well, a watertight cap shall be provided at the top of the casing. 5. Pump discharge piping shall be located above the g p round where ossible• however, in the event of a below-ground p discharge (belowump base) there shall be a watertight seal or gasket between the discharge pipe and well casing, 6. If a concrete base or slab (sometimes called a pump block or um pedestal) is to be constructed around the top of the pump p cas it shall be free from cracks or other defects likely to � detract from its watertightness * the well is to be ravel packed, a watertight 7, Where g cover shah. be installed between the conductor pipe and the inner casing n (if conductor pipe is used) or between the casing and the i g a. wall of the drilled hole, at the top of the well. E-72 B. Well Pits - Because of their susceptibility to contamin- ation and pollution, the use of well pits shall not be permitted C. Enclosure of Well and -A rtenances - For community water supply wells , the well and pump shall be located in a locked enclosure to exclude access by unauthorized persons , D. Pump Blowoff - When there is any blowoff or drain line from the pump discharge, it shall be so located that there is no hazard to the safety of the water supply by reason of flooding, back siphonage, or back pressure. The blowoff or drain line shall not be connected to any sewer, 14. 12 Disinfection and Other Sanitary_Requirements - A. Disinfection - All community water supply, individual domestic, and industrial wells shall be disinfected following construction, repair., or when work is done on the pump, before the well is placed in service. B. Gravel - Gravel used in gravel-packed wells shall come from clean sources and,, except for agricultural wells ., should be thoroughly washed before being placed in the well. Gravel purchased from a supplier should be washed at the pit or plant prior to delivery to the well site, C. Lubricants - Mud and water used as a drilling lubricant shall be free from sewage contamination, Oil and water used for lubrication of the pump and pump bearing shall also be free from contamination. 14. 13 Casi A. Casing& _Material - Requirements pertaining to well casing are to insure that the casing will perform the functions for which. it is designed, i. e. , to maintain the hole by preventing its walls from collapsing, to provide a channel for the conveyance of the water, and to provide a measure of protection for the quality of the water pumped, 1. Well casing shall be strong and tough enough to resist the forces imposed during installation and those forces which can normally be expected after installation, E-73 2. Steel is the material most frequently used for well casing, eci.all in drilled wells . There are three principal es p �' classifications of steel materials used for water well casing, and all are acceptable for use so long as they meet the following conditions . Standard and line pipe - This material shall a, p P meet one of the following specifications , including the latest revision thereof 1) API Std. 5L, "Specification for Line Pipe" . 2) API Std, 5LX, "Specification for High-Test Line Pipe" . 3 ASTM A53, "Standard Specification. for Welded and Seamless Steel Pipe" . 4 ASTM A120 "Tentative Specifications for Black. and Hot--Dipped zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Ordinary Uses" . 5) ASTM A134, "Standard Specifications for Electric-Fusion (Arc) -Welded Steel Plate Pipe (sizes 16 inches and over)" . . 6) ASTM A135 , "Tentative Specifications for Electric-ResistanCe-Welded Steel Pipe" . 7) ASTM A139 , "Standard S pec i f is a.t ions -or Electric-Fusion. (Arc) -Welded Steel Pipe (sizes 4 inches and over)" . $) ASTM A211, "Standard Specifications for Spiral-Welded Steel or Iron Pipe". 9) AWWA C201 "AWWA Standard for Fabricated Electrically welded Steel. Pipe" . 10) AWWA C 202, "Tentative Standard for Mill Type Steel Water Pipe" . b. Structural Steel - This material shall meet one of the following p specifications of the American Society for Testing and Materia is includingthe latest revision thereof E--74 4 1} ASTM A36 "Tentative Specification for Structural Steel" . 2} ASTM A242, "Tentative Specification. for High Strength. Low Alloy Structural Steel" . 3} ASTM A245, "Standard Specification for Flat- Rolled Carbon Steel Sheets of Structural Qualityll . 4 ASTM A283 "Standard. Specification for Low and Intermediate Tensile Strength Carbon Steel Plates of Structural Quality (Plate 2 inches and under in. thickness)'f . 5 ASTM A440 "Tentative Specification for High- . Strength Structural Steel" . 6) ASTM A441, "Tentative Specification for High- Strength Low Alloy Structural Manganese Vanadium Steel" , co, High strength i h carbon steel sheets referred to by their manufacturers and fabricators as well casing steel. Each sheet of material shall contain mill marking which will identify the manufacturer and specify that the material is well casing steel which complies with the chemical and physical properties published by the manufacturer* d. The thick ness s of steel used for well casing shall be selected in accordance with good design practice as applied to conditions encountered in the area where the well is located. However, the thicknesses selected shall not be less than those set forth in the following table. Minimum Thickness in Inches for Steel well Casing (single casing) Diameter Thickness Diameter Thic1mess 0. 1046 12 gage) 16 0. 1644 (8 gage) . 1046 (12 a e 20 0. 1644 (8 gage) 08 gage)} 10 0. 1046 (12 gage) 2 2 0. 25 Oo 12 0. 1345 (10 gage) 24 0, 2500 14 0. 1345 (10 gage) 30 002500 16 0. 1644 ( 8 gage} E-r75 3. Galvanized sheet metal pipe ("downspout") , or natural wood shall not be used as casing. B. Installation of Casing, - All casing shall be placed with sufficient care to avoid damage t0 casing sections and joints . Where casing is driven, the casing shall be equipped with a drive shoe at the lower end. All Joints in the casing above perforations or screens shall be watertight. The uppermost perforations shall be at least below the depth specified. in Section 14. 10, Part A., "Depth of Seal" . 14. 14 Sealing-Off Strata - In areas where a well penetrates more than one aquifer and any of the aquifers contain water of a quality such that if allowed to mix in sufficient quantity, will result in a significant deterioration of the quality of water in the other aquifer(s) or the quality of water produced., the strata producing such water shall be sealed off to prevent entrance of the. water into the well or its migration to other aquifers). A. The producing strata shall be sealed off by placing impervious material opposite the strata and opposite the confining P formations for a sufficient vertical distance (but -no less than 10 feet) in either direction, or, in the case of "bottom" waters ,, in the upward direction.. Sufficient sealing material shall be applied P to fill the annular space between the casing and the wall of the drilled hole in the interval to be sealed, and to fill the voids which might absorb the sealing material. The sealing material shall be placed from the bottom to the top of the interval to be sealed. B . Sealing material shall consist of neat cement, cement grout, or other suitable impervious material. (See 14. 10, Part D) C. Sealing shall be accomplished by a method approved by the enforcing agency, 14. 15 Pu blic Water S u -pl Well Ratin s - Each public water supply well that is subject to these standards shall be rated in accordance with the provisions set forth herein. Both for the initial rating and the long terra rating. • a n - The initial rating shall. follow immediately A. Initial Ratz g the well development as provided in Section 14. 17 of these standards and shall be based on a step draw-down pump test. The total duration of the step draw-down test shall not be less than 72 continuous hours. The initial ratingshall be the result of an analytical analysis of E-76 ph r the test pumpdata� the well log and geological report as specified in Section 14.08 of these standards and shall be presented to h District in report form together with appropriate supporting the P data. Term Rat - Long term well rating s hall be based B. Lon� _ g upon a continuous production experience of no less than one year. p rates , um ins durations and Daily records of water levels , pumping ra , p pCP production shall be collected and evaluated by the District to arrive at the long term rating. - Developing, redeveloping, car conditioning 14. 1� Well Development of a well shall be done with care and by methods which will not cause damage d a e to the well or cause adverse subsurface conditions that may y des tro barriers to the vertical movement of water between aquifers . w'n methods used in developing, redeveloping, or The follo �. g conditioning a well when done with care are acceptable: A. Ov e r p ump in g; r B. Surging �'Sur in b use of a plunger or compressed air; Backwashin or surging by alternately starting and C. g stopping the pouring water in the well or jetting with pp g pump, water; Do Introduction of chemicals designed for this purpose, and; E. A combination of the above. Methods whichPexplosion roduc e an are not prohibited; however, the should be used with care particularly where two or more y distinct aquifers have been penetrated. r explosives have been used, the j�el�. shah. be Where chemicals o p pumped until all trace of these agents has been removed. 14. 17 Water Quali t Sam tin - The requirements to be followed y � . with respect to water quality sampling are: E-77 E A. Community Water Supply Wells and. Certain industrial Wells The water from all community - water supply wells and industrial wells a y Which provide water for use in food processing shall be sampled immediately following development and disinfection., and appropriate analysis shall be made. Approval of the enforcing agency must be obtained before the well is put into use. 1. Sample Tap - Except Where there is free discharge from the pump (that is , there is no direct connection to the water delivery system) , a sample tap shall be provided on the discharge line so that water representative of the water in the well may be drawn for laboratory analysis . 2. Laboratory Analysis - The appropriate analysis shall be performed by a laboratory certified by the Cal ifornr is Department of Public Health. A copy of the laboratory analysis shall be forwarded to the California Department of Public Health or to the local health department. BacterialQuality - Where the water is to be used for 3. domestic samples shah. be collected for bacteriological purposes , anal analysis (presence of coliform organism) after all. traces of y development and disinfectant chemicals have been removed from the well, 4. Chemical (Mineral) Quality - Where the- water is to be used for domestic purposes or for food processing, samples shall be collected for chemical analysis * Other T es of Wells - To determine the quality of ground B. 0 t Y, __ Water which will be available from the Well and its suitability for intended uses the water in all Wells should be sampled immediately following construction and development, and appropriate analyses based upon the intended uses should be made. Where the water is to be used for domestic purposes , samples should be collected for bacteriological analysis (presence of coliform organism) after all � y traces of development or disinfectant chemicals have been removed from the well. Determination of the mineral quality of the Water produced b the well is desirable from the standpoint of all uses ., 14. 18 WaterQualiLyMinimums - Water quality standards shall be: A. Federal (EPA) Primary Drinking Water Standards as shown in Table 1; and E-78 23- P B, Local Secondary Drinking Waterer Standards as shown in �nk� water contributing zone is penetrated Table 2, I f more than one a . by a well, the water derived from EACH zone must meet Primary Standards . Composite water from all zones must meet Local E Secondary Standards . If these standards cannot be met, specific shall be formally abandoned. Abandon zones or the entire well ment procedures shall be tailored to individual wells so as to prevent cross-contamination of separate water contri.but*ng zones , ► but in general, will conform to Section 14. 26 of these standards TABLE 1 Primary Drinking water Standards Inor an .c Chemicals Maximum Contaminant Levels mg/1 Contaminant ---- 0.05 . Arsenic 160 Barium. - 0.010 Cadmium 0. 05 Chromium 05 Lead 0. o.aa2 Mercury NNitrate (as } 10.0 01 . SeSelenium0, 0005 Silver OITAFluoride Dependant upon annual average of the maximum daily •. air temperature at well site* E k t E-79 Y TABLE 2 Secondary Drinking Water Standards Contaminant Levels , mg/ Federal Truckee System Proposed bs tance Code (Ran e Local Code Su _ Chloride 250-400w� 0.62-10. 3 125 Color 15 (C .U.}'�'� 15 (C*Uo) -r r Copper 1.0 0.001 1.0 g - Foaming agents 0.5 -- - 065 5 Iron 0. 3-0.61- 0.01-0. 55 0. 3 Magnesium 125-150•� 6.55-12.6 75 Manganese 0.05-0. 1 0.0-0.05 0.03 Odor 3 (TON)...... --- 3(TON) H 6,5-8*5 7 . 2-8.3 6. 5 - 8.5 P -#- - 125 Sulphate- 250-500� 0. 3 8.05 TDS (dried 500-1000'� 100 -- 208 350 residue) Zinc 5.0 <0001 3,o t'should not" level is lower value; "shall not" level is higher -::..' Color Units "'Threshold Odor Dumber t 14. 19 S ecial Provisions for Large Diameter Shallow Wells - A. Use as Community Water Suppl.y Wells - The use of bored dug or d wells , or wells less than 50 feet deep to provide community water supplies shall not be permitted. B. Bor ed Wells - All bored wells shall be cased with concrete pipe e or steel sing whose joints are watertight from 6 inches above surface to the depths specified in Section 14. 10, Part A. The space between the wall of the hole and the casing shall be filled with concrete to the depths specified in Section 14. 10, Part A. The minimums thickness of the surrounding concrete seal shall be 3 inches . C . D�WeIg is - All du wells shall be "curbed" with a _ ' t curbing extending from the surface to the depths specified watertight g g in Section 14. 10, Part A. The curbing shall. be of concrete poured- in-place or of casingrecast concrete pipe or steel) (either p surrounded on the outside by concrete. E-80 JI F if the curbing is to be made of concrete, poured-in-place, it shall not be less than six inches thick. If precast concrete pipe e or steel casing is used as part of the curbing, the space between the wall of the hole and the casing shall be filled with concrete to the depths specified in Section 14. 10, Part A. The minimum thickness of the surrounding concrete shall be four inches . D. Casin& Material - Either steel or concrete may be used for casing bored or dug wells . ' 1. Steel used in the manufacture of casing for bored and dug wells should conform to the specifications for casing material described in Section 14. 13. Minimum thickness of steel casing g for du wells shall be in accordance with the following table. MINIMUM THICKNESS OF STEEL CASING-FOR BORED AND DUG WELLS Diameter U.S. Standard Gage Diameter U.S . Standard Gage In Inches or Plate Thickness In Inches or Plate Thickness 18 $ gage 36 1/4 inch 24 1/4 inch 42 1/4 inch 30 1/4 inch 48 1/4 inch 2. Concrete casing can consist of either poured-in- place lace concrete or precast concrete pipe. Poured-in-place concrete shall be sufficiently strong to withstand the earth and water pressures imposed on it. The casing shall be properly reinforced with steel to furnish tensile strength and to resist cracking, and the casingshall b e free from honeycombing or other defects likely . to impair the ability of the concrete structure to remain water- tight* Precast reinforced concrete pipe is composed of concrete rings from 1 to 6 feet in diameter and approximately 3 to 8 feet long may be used. Concrete shall conform to the specifications listed in pipe Section 14. 13, Part A. item. 3, E. Covers -- All bored and dug wells shall be provided with a structurally sound watertight, cover made of concrete or steel. E-81 14. 20 Special Provis ions for D.iven Wells - A. If the well is to be used as an individual domestic well, an oversize hole with a diameter at least three inches greater than the diameter of the shall be constructed to a depth. of six pipe feet and the annular space around the pipe shall be filled with neat cement, cement grout, or a bentonite mud. B. The minimum wall thickness of steel drive pipe shall be not less than 0. 140 inches . 14. 21 Repair or Deepening of Wt ells - A. All cas ing used in the deepening or repair of wells shall meet the requirements of section 14. 13 "Casing" , or these provisions . B . If the old casing is removed, the well shall be recces ed and sealed in accordance with the requirements of Section 14. 10, Part A. 14. 22 Tei. orar Cover - whenever there is an interruption in work on the well such as overnight s hut-down, during inclement weather, or waiting P required uired for the setting up of sealing materials , q for tes is , for ins tallation of the pump, etc. , the well opening shall be closed with a cover to prevent the introduction of undesirable material into the well and. to insure the public safety. During interruptions of one week or more, a semipermanent cover shall be installed. For wells cased with steel, a steel cover, tack-welded to the top of the casing, is adequate. 14. 23 Pu r os e of Destruction - Proper destruction of a. well that �y''�^) _ is no longer useful shall be accomplished for two main. purposes: A. To assure that the ground water supply is protected and preserved for further use. B. To eliminate the potential physical hazard that exists. 14. 24 Definition of "Abandoned" well - A well is considered "abandoned" when it has not been used for a period of one year, unless the owner declares his intention to use the well again for supplyingwater or other associated. purpose. As evidence of his intentions for continued use, the owner shall properly maintain the well in such a way that: E--82 W 0 r-4 U 4-J 44 M t>l 0 0 f� 0 (1) 0 r-A 0 cdo r-i 4-J Q) r-4 Cd -r4 >-i (1) 1% r-4 o 0 4 4J r-4 M �4 4.J CA ra (D r-4 r4 p •-rA 0 ra W (a) 4-) r4 !j b�o•r�-� (1) LW r-4 (3) oLo b�o (n C-) 44 •�4 cn J--: U 4-) 0 > 4-J Cd Cd to-H Cd T--4 Cd LH (3) r-4 (1) (1) r4 N IL) 0 r-4 CO LH r4 Cd p Cd 0 cd Q) rd U) 44 CL�3: •r4 p C� r-4 4-) cn m ro (1) 4-J 0 Q) r-4 0 CTJ 0 #%rO r-4 4-J r� ro 4 >1 (1) Cd T-4 4J 0 C) C) 41 Cd 41 OH (a) P r4 4.J 4-J 4J or-4 �j 4 4-) C) cd El C� 44 LH cn vi 4-j p cli > (1) r-4 C14 OH or4 Cd (1) bD o a co (1) (1) 0C/3 r4 0 (1) r-4 r-4 Crj �4 Cd ro ro M 0 0) 0 (n 'a) 4-J 0 P4= 0% M Chi m (n 4 >-I a) U) 4-J or4 r-4 4-J 4.J 4J Cd 04 r-4 5 r-4 U U 4-J P r-4 (1) *r4 ra co 41 0 r-4 :j 6H P4 CTJ r-4 rO 'r4 1:44 Cd 0 ct rC44 r-4 (1) rO co r-4 El P4 (a) cj) 0 p LH *rq *r4 (U P r-4 4-J a Cd Q) > a) *r4 b�O 0 (1) C.) �4 Q) fn4 7j 0 p p �4 (L) 4 -W c! 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ElO `� O .Ys ... �1. d 5. In destroying gravel-packed wells , the casing shall ted or otherwise punctured opposite the area to be b e perforce sealed. The sealing material shall then be placed within the casing, completely fillip the portion adjacent to the area to be sealed P y g and then forced out under pressure into the gravel envelope. p 6. when pp pressure is applied to force sealing material into the annular space, the pressure shall be maintained for a length of time sufficient for the cementing mixture to set. 7. To assure that the well is filled and that there has been no jamming or "bridging" of the material, verification shall be made that the volume of material placed in the well installation at least equals the volume of the empty hole. Requirements for sealing E. Materials - g and fill materials are as follows 1 Impervious Sealing Materials No material is c om.py p completely im ervious . However, sealing materials shall have such permeability a low ermeabilit that the volume of water passing through them is of small consequence. Ir Suitable materials include neat cement., cement grout, concrete, bentonZto clays (muds) , silt and clays , well-proportioned mixes of sands and clays (or cement) , and native soils and natural silts ,material that have a coefficient of permeability of less than 100 feet year.ear. Used drilling muds are not acceptable. P • os ed of one bag of Portland shall be composed A neat cement m�.xture p Cement to 5 to 7 gallons of clean water. Cement grout shall be compose d d of not more than two parts of sand and one part of cement ba of cement) to 5 to 7 gallons of clean water. Concrete (perg used shall be "Class A" (6 sacks of Portland Cement per cubic yard) or "Class B" (5 sacks per cubic yard) . 2. Fill Material - Many materials are suitable for use filler in destroying wells. These include clay, silt, sand, as o f�. y g d el crushed stone native soils , mixtures of the aforementioned gravel, ' cedin types , and those described in the pro ceding, paragraph. Material p a P containing organic matter shall not be used. F. Temporary Cover - During periods when no work is being don e on the well such as overnight or while waiting for sealing material to set, the well and surrounding excavation, if any, shall �. b e covered. The cover shall be sufficiently strong and well enough anchored to prevent the introduction of foreign material into the well and to protect the public from a potentially hazardous situation. E-86